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6551Paden Wheel St
ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Radius Abv. Above F.PI. Fireplace Ref. Refrigerator A/C Air -Conditioner Ft. Foot / Feet Req d. Required Adj. Adjustable Ftg. Footing Rm. Room A.F.F. Above Finished Floor FX Fixed Rnd. Round A.H.U. Air Handler Unit Galv. Galvanized Rod and Shelf ALT. Alternate G.C. General Contractor S D. Smoke Detector B.C. Base Cabinet G.F.I. Ground Fault Interrupter S° F . Square Ft. B.F. Bifold Door G.T. Girder Truss Sh° Shelves Bk Sh Book Shelf Hdr. Header SHT Sheet Bm. Beam Hgt. Height S.L. Side Lights BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior S. Square Brg. Bearing K/V11all Kneewall S.Y.P. Southern Yellow Pine Cir° Circle K.S. Knee Space Temp. Tempered Clg. Ceiling Laun. Laundry Thik n. Thicken Col. Column Lay. Lavatory T.O.B. Top of Block Comp. A/C Compressor L.F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UC L Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M.L. Microlam V.L. Ve lam D.S. Drawer Stack Mir. Mirror VTR Venntt through Roof D.V. Dryer Vent Mono Monolithic W Washer D.W. Dishwasher N.T.S. Not to Scale W/ W/C With Water Closet Ea. Each Opn'g. Opening E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 05-24-07 8.12 CHANGES PER RED LINES FROM SHAWN REED 05-29-07 9.13 CHANGES PER 05-25-07 RED LINES FINAL REVIEW FROM SHAWN REED 06-04-07 10.14 SHELF REVISION & COLUMN RELOCATION 06-04-07 PER SHAWN REED 06-12-07 10.15 FLOOR LINE, SHOWER REVISION 06-12-07 PER SHAWN REED 02-12-08 10.16 WINDOW OVER ENTRY ADDED HVAC PLAN AND MODIFY GARAGE DOORS PER SHAWN REED 05-13-08 10.17 ADD WINDOW PRESURE CHARTS TO FLOOR PLANS AS PER SHAWN REED 02-11-09 10.18 CODE AND HEADER UPDATES 09-1-09 11.19 CHANGES PER RED LINES FROM SHAWN REED 09-1-11 12.19 VALUE ENGINEERING REVIEW 1- 03-05-12 13.19 BUILDING CODE UPDATE 1 4 08-28-14 13.20 ADDED ELEVATIONS 7" & "G" 09-03-15 13.21 2015 NEW CODE UPDATE 05-02-16 13.22 PLAN REVISIONS PER MARK KIPP REVrc.,., P/ -F; -�:17 ALL PRE.a�RNG HALL COMPLY, �N ALORInA '!JtLCI?iNGS RTIC JN, COD CI +.• .,nE fS,iv' r uRDINANCES INI F14 J%k 118M MODEL 3711 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 1st FLOOR PLAN 2 2nd FLOOR PLAN 3 EXTERIOR ELEVATIONS - FRONT/REAR 4 EXTERIOR ELEVATIONS - SIDES 5 ROOF PLAN 6 1st FLOOR ELECTRICAL PLAN 7 2nd FLOOR ELECTRICAL PLAN 8 FOUNDATION PLAN 9 ROOF FRAMING PLAN 10 UPPER ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1 °1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. zo�Z z a t� z Q U — w O I' E [Ln � ~ o 0 m� U Fw— EE p� O dM g �0 M O O ID L- 88 Sao o Q rn V) a :- rn¢ o A 1 N C B 11,C rel- . V.'A it' • 5V r �Z z „eL t,..aZ. W a LI:'' w `. iaZ. LLC W�aM$..`F To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CO Z N OWN r>-+HMO M Q M Ln Cu Ln LL. CL .-. Z FQ- MT-4 Q 0000 E Z fu J W a d- ,Uz a Vf�0 zvw >zaU ZU �a ZZq�tHy W HZ J r V O�p aaS?�Uo 8 V)o 0 00 O 1 0.:2 � � O Ln N In QQ00 �vS VVY� w0000 W �0za� '0 cLo z z GL W LU MM0 IA LUWOLLZ� �� N_oZQ o as MO ZLLJ .. .. U LL > ~ g Z _ a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. C S Eri 6tairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7 Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than Nosings. The radius of the nosing shall be no greater that M16". Solid riser nosings she]] not be less than %" but not more than 1 Y4". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1 Y2"between the wall and the handralls Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not leis than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4!'in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline ( 12' from the narrower side). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with Y2" gyp. bd. 1 0 42" KNEE WALL WITH 1x8 CAP & CASING (AT -2nd. FLOOR ONLY) STAIR CALCUTIONS: TOTAL RISE = 10'-8 3/4" (17) RISERS AT 7 9/16" 10" TREADS w/ 3/4" NOSING 2x8'S AT 12" O.C. AT LANDING BLKG. FOR-/ SOLID NAILING 1x RXISERS (TYP.) .A (3) 2x12 U STRINGERS 2x4 #2 SYP. P.T. THRUST BLOC K W/(2)- 1/4-x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. ENID. LOWER STAIR SECTION 36" H. CONT. GRASPABLE RAILING ,,�'lx8 CAP & CASING 1xTREAD (TYP.) 2x12 STRINGERS STOR. UNDER STAIRS 2xFRAMED WALL `HDR. BEYOND J'GYP. AS PEI FBC R302.7 RAILING PER SPECS 3/4" PLYWOOD UPPER STAIR SECTION FLOOR SYSTEM USP MP3 CLIP EA STRINGER TO BEAWFLR , SYS. TYP. TYP. STAIR SECTION KITCHEN ISLAND KITCHEN REF. AND RANGE KITCHEN SINK 9 FN SCALE: 1/4" = V-0" i+1 - --------------------------- LLI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DOOR LOCATION FOR OPTION/ kL AC PAD LANAI SCREENED LANAI 9 9'-4" FLAT CLG. A.F.F. 9 00 00 ro J8'-2" 7'-6" 1 V-2" T-2" 6'-0" LO 40 J CENTERLINE (C (A) (A) S6 SINK AT 8068 SGD 33 SH 8068 SGD WINDOW 23 SH HB 7� __46� 717111111 V-6" __LJ L - - - - - - I D.W. swwtbisp 34'-71" 91 _0AJ1 4 6'-4" T 40 BRKFST 10 =)i.0 FAMILY OP 9'-4" FLAT CLG. Alk TILE 91 7 UJ 0 (30 1 Z M 0 L U) co W = < Lu - - ISLAND < 9'-4" FLAT CLG. PROVIDE 0) L I 18"02" BASE 6'-3" - - Ir CARPET PLATFORM FOR 04 - - - - - - - - - - �6 HVAC UNIT 28" TYP. HIGH VERIFY H MFGR. WIT (.0 KITCHEN OPT. OP 281-311. 4 ,\�SIZE T-4" L& 10'-41" 5'-4j-' 2 9'-4" FLAT CLG. 2 REF. 121_7�` N 04 .0 - TILE 5068 I I 1�2x 2x 1 1/2" RETURN ON EA. BF. SIDE OF CLOSET ARCHED OPEN ING 8'-01' 1,_ 1 U. 7'-1"TO7'- 11 Lo "T CLG, 414 LUMB. S1 LUMB.STACK t STOR, Q \'NO UPLIFT" 6 2068 U) BF. LID F UNDER H3 S4 C14 5 SH. F-T T-r T 1, 7 STAIRS--\ "NO UPLI T" PLUMB 3079 ARCH 000 1.11001, 1, 4777'n, ___ - �% zzzaa - - - - - - STACK C� OPNG. Cl) 16-l" 1 46 1 1 CP T-6" 124' L 11 6'-112[" 9. 2 8" 4 0 4'-0" 10 4 Y 10 ,1 ()pFry M_ .7 - .7 1 1 1 CiEld 1 11 C FLAT r3 1`� .7 �EILINI� I 1 1 16, �l 10 11 12 11 .7 1 rviii L 9 - - - - - - - - F] (31 'LIVING ROOM DINING ZI I I ZI 7 218) 1 9'-4" FLAT CLG. 121--0) 9'-4" FLAT CLG. RAILING W 'I I wl-, CARPET 2nd FLR. I 0_1 F, CARPET 0- W 7 .7 PER LINE I b 0101 0 1010 DEN/STUDY - -1 U) CE 1 1011-- LO (A)04 0 [it Cl) �-SPECS 00 PAD OUT G.T. w/ 2x4 #2 SYP, 00 - 9'-4" FLAT CLG. - 5 1 W_ .7 2:17 1 ATTACH w/ (2) ROWS 10d I =I-, Cl) CARPET FOYER -7 4 1 01 1 NAILS @ 12- O.C., PROVIDE I 01r_ 0� Ir CONT.OVER OPEN TO ABV I <1 I MIN. 2x12 #2 SYP wl MIN. (3) 1 <1 3 BOTH TILE TOE -NAILS EA. END TYP AT I D OPENINGS ANGLE WALLS. I 2 U11 C� S3 rQ GG 1_ �4 S3 3'-514" ok S6 40 2'-9" 4 3 T�6" T-1� L& 01 TT. 2X4 2668 G.T. Q CP Z0 35SH WALL H2 S4 L0 26 0? HB 2668 "NO UPLIFT" co BF. co T-T' POCKET 4 H N _4* A 0 DOOR 4 SHc4 - - - - - 3068 SQ. 22-SH u- W u- 3: < 1668 - 0PNG_. 3068 4 BA 2 BF. I U) 25 3H OBS 0 b (0 8'-8" FLAT CLG. D I -h W r D TILE 9 C? 3 &) 4 I - 2868 1 3 8 1 D - - - 2868 I lei W.H. rD I S.W. b r30_� // ��S3� OF SLAB 2" 1 H2 BEYOND WALL GAS STUB PER SPEC 8" 5'-4" 1'-4" 4'.4" 4'.4"_ 64" 64" I 01- 1T-111 5'-7" 2'4 1 L# 1 T-4" V-8" 12'-8" 01 '0 - BUILDER TO PROVIDE - - APPLIANCE PROTECTION WHEN REQUIRED PER FBC 0 0 < 9 co 4) 3 CAR GARAQE X TYP. 9'-4" FLAT CLG. A.F.F. 7 50 o? F, TYP. @ (2K:) GARAGE\\S�4 d a) LINE OF 2nd FLOOR L - - - - - - - - - - - - A 36 'x 09 1.-: 60 <:ATTIC AC6t�SA- - 1 0 G.T. 1 0 T- co 1 Lu 9 >; I (R) T_ 00 UJ _J I U.] > TYP. @ LIJ Lli 1 9 _J - 0 SINGLE F, LU C-:) TYP. @I X 1 Y I ) SINGLEI 00 TS3 STORYL - - - - - - - - (A)--- l�:: , X �; A: x , :: X> _F 24 _SH I - 24 SH I REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO V-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS <e>(2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2- FLITCH PLATE <e>(2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 6 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5/ -31.9 +23.0 -25.2 +23.0 / -28.9 G SEE SN SHEET GH 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R,O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 J X 25 -21 &H. 13 20 X 38 28 18JX37-,l S.H. 14 20 X 50 d 18JX50 S.H. 15 20 X 63 18JX62-1 S.H. 16 20 X 72 18JX71 J S.H. J 32 27 114 X 26 26 X 25 J S.H. 3133 27 1/4 X 38 J N/A S.H. 3134 27 J X 50 5 NIA S.H. J33 N/A 26 x 37 4 &H, -2134 NIA 26 x 50 S.H. 1 235 27-1X63 4 26 X 62 112 S.H. J36 27 -1 X 72 4 26 X 71 1/2 S.H. 22 37 41 X 26 36 -21 X 25 1/2 S.H. 23 37 J X 38 J 36 -21 X 37 3/4 S.H� 24 37 ;41 X 50 al 36 JX 50 S.H. 25 37 JX 63 36 -21 X 62 1/2 S.H. 26 37 34 X 72 36 -21 X 71 112 S.H. DOUBLE2 WIDE 75'TALL 73 -21 WIDE S.H. 32 54 X 26 52JX251 2 S.H. 33 54X38a 52 J X 37 J S.H. 34 54 X 50 J 52JX50 S.H. 35 54 X 63 52 J X 62 -21 S.H. 36 54 X 72 52 JX 71 J S.H. 39X59 40X59 N/A S.H. DOUBLE 39X59 79X59 N/A &H. R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" thick, or 20-minute fire -rated doors, equipped with self -closing device, • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 112" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Ed. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access, Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Alr. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. installed a min. of 18" above fIr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. GAS APPLIANCES G.C. TO VERIFY LOCATION OF GAS RISER BEFORE COMMENCEMENT OF WORK. SEE SHT SN1 FOR INSTALLATION DETAIL. WHERE GAS WATER HEATERS ARE INSTALLED. WATER HEATERS SHALL BE INSTALLED A MIN. OF 18!' ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTED DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. WALLLEGEND MASONRY HGT. @ 9'-4" A.F.F� MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR 2ND FLOOR 1713 S.F. 1998 S.F. TOTAL 3711 S.F. GARAGE 606 S.F. ENTRY 35 S.F. LANAI 294 S.F. TOTAL SQ. FT. 4646 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-1 1/R-13 KRAFT FACED, (-A-'), G.C. TO COORDINATE PLUMBING TO AVOID ��Y CONFLICT WITH STRUCTURAL WD. COL. 1 ST FLOOR PLAN Elev A-B-C SCALE: A"=V-0" a (D!P Cn a CD Z CL Z V) (D Q) (_f) 4__J LU U 0 LLJ E 01- V) 0 C14 0 M UJ E 8 cm C0 I. M co ca -0 ce) "'r- C14 0.g 0 4i r- LL OD 15 0 0 < 0 CL A1 a D. 11 C,B D,C A :10-A 6 04 04 r,- J a tt M VP 0-1 et aw LL Z LU i1nnn"M ui a M To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z 0 F-4 4_J 0 15 10 Ln r0 Z M Ln (n a) 0 Ln Zr-L Z E Z LU W _J 0 ko MJ 0 UJ LL Z Ln UJ Z 1,- 0 0 Z Z < 0 0 CL U 2: Z Z 5C Z Z 1.3 L-9 00 C >- a. U Lo =, 2 N 0 ZZ @ uJ r1J r-4 Ln _J Ce. <Z a Lu 0 0 10� 0 < F- UJ VI CO 2 0 LZL, Z Z _X0Z LLJ UJ a CF Q 00 LU _J U r V ;5 0 X �- '71 22596- V) LIJ 0 u- Z 0o T-1 0 0 En Z o 0 -J a. c) z LL U.J > 0 Z :5 Z of SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 9 60 14 MIRROR C14 -1 Cl) 9 OPT. VE0 14 I N KNEE SPACE ::�7� Ed MASTER BATHROOM MASTER BATHROOM SLIDE TO LEFT �T_ ------- -Z --- BATHROOM 2 BATHROOM 3 Du _V 10 V-131" 42'-0" 4 ,40 F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �101 - - - - - - - - 9 17-4" dP 13'-0" 13'-7 F_ 01 �,1312 TYP. '0 @ 6 <e> CORNERS U.N.C. 25 SH 258H 35 SH *EGRESS �EGRESS *EGRESS F D2 06 4) co - 7 I? 1? 051 BEDROOM 3 (11.2 4) X BEDROOM 2 MASTER 8'-0" FLAT CLG. BA 3 8'-0" FLAT CLG. BEDROOM Zo 1 CARPET CARPET V-13" FLAT CLG. V-101" FLAT CL(Q CARPET X 0 TILE WIC z Ll� 6068 BF M 6068 BF U) 8'-C" FLAT CLG. 0 (0 oa CARPET z < co U) 06 - - - - - - - - - - - r4-7-- R&S - - - - - - - - - - - - R&S C\1 2668 2668 2668 iOPT.1 72E T-5" �D 101, 68 T-15" 3'-6" 2'-0" I T-6" 7'-0" 1 8'4' 2 4' T-13" T-4" T-P W T-4- 31-6" 9'-5" D �L. 2x6 LL LAU 26138 co - - - - - - - - - - - - .5 2652 - - - - - - - - - - CY) 8'- " FLAT CLG. - - - - - - - --- - - c� Op . TILE :;t 1/2 WALL w, WOOD CAF 2668 U _j CO L) z --j 7) W D )z @ 42" AFF 2668 W < P a. > 065 R&S 10 11 3 14 1 E 16 1 W cr < Lu 17, _12L1 ;0 2068 N 9 2: RAILING PER -1 co U) BF CO 6068 BF SPECS ;z 2468 -PROVIDE PLATFORM A% E 7 28'1 HIGH FOR HVAC UNIT, VERIFY SIZE W/ 2-STORY SITTING MM OPT. MC , l I I -A- 6 U) MANFG. FOYER "OPEN TO HALL V-13" FLAT CLG. AREA 0 ILE TO F. 5 4 (n UJ BELOW" 8'-0" FLAT CLG TILE CARPET M. BATH 8 x4 LO N 3 BEDROOM 4 1/2 WALL 00 81-01, FLAT CILG. TILE SHOWE. TEMP. GIL. ENCL. ON 42' 2 8'-0" FLAT CLG. WOODCA �A W W 0 OP HIGH KNWL. CARPET Cab 42" AF F T-T, E 5'4' 9'�Z' LU < z (I COD Z) U) Z LLJ 3 H2 SH EL U) 0 W 00 I o? 6 �0 0 ID2 B 2668 33 SH I 25 'H G.T. T2"I ATTIC (ELEV. (ELEV. A,B,C,F) D& G) 16-1" 64' T-8" T-8" 4'-4" 4'-4" 6'4' 64" 3.5"x3.5" P.L. COLUMN 3.6�7x 5.25" P.L. ilf 11 ?� 2.OE UNDER GIRDER w/ COLUMN 2.OE UNDER - - - - - - - - - - - - - - MSTCM-40 STRAPS AT GIRDER wl MSTCM-40 BASE "SOLID STRAPS AT BASE BLOCKING REQ'D "SOLID BLOCKING UNDER COLUMN". REQ'D UNDER COLUMN". BONUS ROOM 9 V-13" FLAT CLG. &4 C11 CARPET 3 D2 G.T. ELEV. A 3 (2) 2x4 #2 SPF (2) 2x4 #2 SPF D2 STUDS UNDER G.T. STUDS UNDER G.T. w/ (1) MSTAM36 @ w/ (1) MSTAM36 @ BASE BASE 9 D2 H1 D2 25[H & 25 (1) H T-7" 14'-2" X-7- 7-4- 8--8" 12'-8" 9 ----------------------------------------- 21-4- 28'-8" 501-0" NOTES: 2ND FLOOR ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8--01' 2x4 syp #2 16" O.C. SPF #2 91-01f 2x4 SYP #2 16" O.C. SPF #2 >91-011 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT SEE C/S6 WALL SCHEDULE 51 ill �34 OPT. DRY BAR REVISION NOTES 12/17/2009: 1 . ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50'PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40'PRODUCT LINE - MIN. 48" x 64" 50'PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS <@>(2) - 2X6 #2 SYP W/ 1/2- FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FILITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4- LVL 2.OE Fb=2950 <e>(2) - 13/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W1 PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q�) +25.6 -27.8 �D +25.6 / -34.3 +24.5 -26.7 (-D') +24.5 / -31.9 +23.0 -25.2 +23.0 / -28.9 N SHEET K-U-11y EE SN SHEET S 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 IX 25 -1 2 2 S.H. 13 20 X 38 18JX37j SA. 14 20 X 50 8 18 -1 X 50 2 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20X 72 18JX71 j S,H. J32 27 1/4 X 26 26X25J S.H. j 33 27 114 X 38 -81 NIA S.H. J34 27 j X 50 -� 8 N/A S.H, J33 N/A 26 x 37 4 &H. 34 N/A 26 x 50 S�H. -2135 27 -41 X 63 26 X 62 112 S.H. 7' 36 27-1X 72 4 26 X 71 1/2 S.H. 22 37 24 X 26 36 j X 25 1/2 S.H. 23 37 j X 38 2 36 j X 37 3/4 S.H. 24 37 j X 50 36 j X 50 S.H. 25 37 j X 63 36 -21 X 62 1/2 S.H. 26 37 42X 72 36 j X 71 1/2 S.H� DOUBLE2 WIDE 75" TALL 73-21WIDE S.H. 32 54X26 52 -21 X 25 S.H. 33 54 X 384 8 52.1 2 X 37 S.H. 34 54 X 50,1 8 52 -1 X 50 2 S.H. 35 54 X 63 52 -21 X 62 S.H. 36 54 X 72 52JX71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Opening/Penetration Protecflon. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, I inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air, x aus air orm a rooms an e rooms s a no e recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SINII for installation detail. installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. GAS APPLIANCES G.C. TO VERIFY LOCATION OF GAS RISER BEFORE COMMENCEMENT OF WORK. SEE SHT SN11 FOR INSTALLATION DETAIL, WHERE GAS WATER HEATERS ARE INSTALLED. WATER HEATERS SHALL BE INSTALLED A MIN, OF 18" ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTED DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. WALL LEGEND I I I I I I I I I MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL 11111IF1111. BEARIN WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST FLOOR 1713 S.F. 2ND FLOOR 1998 S.F. TOTAL 3711 S.F� GARAGE 606 S5. ENTRY 35 S.F. LANAI 294 S.F. [TOTAL SQ. FT. 4646 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-1 1/13-13 KRAFT FACED 2ND FLOOR PLAN Elev A-B-C SCALE: Y4"=V-0" CV) z z CL Ul) 0 Q) U-) 4--J LLJ IF 0 Lu D u E V) 0 0 ce) 04 LU E &M Im Cl) CM C', 1�0 :2 cO,, 0 b I 4) 4) LL 00 - 00 < o C, U, 0 CL 0 a Do N C-B D-C 0" 6-� M JE �'d I]Lj LL. -4 Im U.J -.LLJ utu or.- L UM 0 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z C4 0 ej r... F-4 :Lj c) > V) fn z 110 Ln iln (A X (V 0 Ln < L_ 1C rL z < C:L ()0 E z M F- W LU 11.0 0 Ce & z LLJ LL LU L; LU Co Z U �- J,-, a 0 90,z<5 Z 2: 0 0. z >- < Z' Z LZU 'F5 Z z Z in a: 0, IL U '0 U0 4 O� 0 04 00 CD Re UJ 0. 0 z z 11" 9 � 9 C:) Ln N r_j Lr) _j 0 < uu< �- �: Ce in he ce < z 0 0 LU in 0 0 0� 0 Z F V, W- 2 0 Z Z z =C), UTJ 8 0 =1 z LLI LU Uj z 0 0 < _j F-; Lu > g 8 LL, 2: U_ > g 0 CL 0 Uj 0 U_ z 2 01: < � 00 C:) T--j 0 U. z Ce c) ro LL z. UJ . .. "o Z > 0 15 C z 0- CN SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 2 12 5.9 6" FRIEZE R.- -- ---- 10' RIDGE VENT 12 5.9 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T.nP 12" FRIEZE - - - r—�—)---i --------- --- HE TYP. TEXTURED 33 SH FINISH 12 12ft:d 15.9 5.0 � z L 25 SH 25 SH 35 SH 25 SH gv F. _T.O.M.---- - - - - - - - - - - - - - -- --n nn O.M. ar7 GA _L11 -� 12" FRIEZE-�� H ,HDR. TEXTURED FINISH 24 SH SMOOTH 24 SH F.FL.------------------------FINISH------------- 'CO 00 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 F.FL.--------- 3� T.O.M. _F.FL._---1-- OP CO 23 SH TEXTURED FINISH 12 5.9 F 35 SH 4" TYP. 35 SH 25 SH SMOOTH --------------- --- ------FINISH---------------F FRONT ELEVATION - B SCALE: 1/4" = V-0" 10' RIDGE VENT z 1:1 z O O -j 0 -j 0 Er z O O 8068 SGD 25 SH 12 15.9 8068 SGD 0 z_a ~ F.FL. T.O.M. WEEP SCREED ------------------I----F.FL. REAR ELEVATION SCALE: 1/4" = V-0" 3'-0" DETAIL SCALE: 1/2" = V-0" —a zto z J cn 0 cry w � p U — w r~ F- tJi � o 0 mN U LU E —8 0M M 098 sU� F~ Y ¢ rn LO O CD 0) o . A' 8 ®® NC B-D-C �m12 fll-1.4i� tie bo. o a aT• _ .� , LLLsa to 1111HI111111 ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O Z r4 O w I-N � M O � M Q V) M Ln QON CL z a� Q W Z§ Z J ko &�Z mw Zzh ULU O� z<0 ZQ VQQ wl-Z p KLq -=) 8 00 8�W°Zo O W �� o rl °6 Ln N z °� � w xzY1 /�\ � M woo�� �oW�� � Z W CL a Zpa�,O ^, Uj LU F- J W O F r-1 ul,0LLZQ Ce 8 i- 00 J 0 T � �tCi,xLL Z O M <C ��O w Q� z o .. .. > LLJ > ~ z J z a W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 3 28' RIDGE VENT 12 5.9 ---------------------- - --- 12 5.9 i FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) --- ------ T.O.P. Z Z Z O O O 00 O O O 6' RIDGE VENT z 12 Z Z 0 5.9 � 0 0 12 -------- — — L. 3 — -rnM 12 _ _ _ _ T.O.M. --- ---- - - - - - ---- --------------------------------- ------------------------------- ----- - - WEEP SCREED WEEP SCREED ).M. FID W ------------ RIGHT ELE NATION SCALE: 1/4" = V-0" 00 LEFT ELEVATION SCALE: 1/4" = 1'-0" (r zo z U, z 9; C� (DQ) cry 4- d w (z0`j — 'e w O �' y U L.0 E p U� M M C �p M (�0 'ii CM O 5 N U- _ w U CL' 3404_ ¢ rn ¢ o A' xosn-o '10 �j T xis>,• ,4�; Wt0. W a U. m W'y�S10N RNZ j o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 N Z O:E:� =) k CD1--i M O M ¢ M Ln • L L N QZ L- L �. /1 � 3 CL 00 a E z WLU �- J O LLLL Q ZZ O00 O z Q U Z�S -.Q XZW;—Z "gam O�pLH a� � Os Ov)O WO O C'~aOzLLJ OO O ri Ln N () .Lin -i W — I W O < Z. J a O W Z Z OLU ��ZOO¢ O ,—� p LLJ W LL Z Q > > a 8 }- T" Ln 'L Z On .000 > LL Z W r ■ H •• W z Z O W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 4 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL MAIN 0 200 amp 150 amp NEMA 1 200 AMP )pper to lights & outlets )pper to 20 amp clas copper to WH copper to Dryer or 4/0 SER Alu Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND il 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1 . Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI'E; (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Mono)dde Protecdon: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSIIUL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination AJarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET FPI:� DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH ?_4 FOUR-WAYSWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE TI 2' POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08,2%94 WM. 1 2- VTR M PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER LAV. SWITCH FOR DISPOSAL I N CAB. I L__ � _111 DEDICATED EXHAUSTFAN iL�O I LL 0 1 RECEPTACLE EXHAUST FAN/LIGHT COMBINATION OUGH-IN FOR MICROWAVE 0 FOR OPT. GFJ RANGE HOOD 2x4 FL.E IGHT I PER SPECS ELECTRIC DOOR OPERATOR (OPTIONAL) KITCHEN LVIIJ Fr_1U_1 CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) n, SMOKE DETECTOR L _H SMOKIE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) /> ROUGH -IN FOR OPT. CEILING FAN _\�4k CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR </ \> OPT. CEILING FAN G� (1) PHONE LINE, (1) DATA PORT OPTIONAL LIGHTING SCALE: )/4"=V-0" Uj LLI Z 0 X >_ LU u_ CC 0 Uj 0 > _j co IRRIGATION GFI @ 44" A.F.F. COACH LIGHTS OR PREWIRE AS PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 1st FLOOR ELECTRICAL P SCALE: Y4"=V-0" CD V) C—J) 0 ULJ E Lh vi 0 0 cn CD M C) C14 LU E 0 C13 a Cn 02 VO 121 " 'C C14 02, Elm 6 :F; LL CO SO 0 a CD 0 't 0).� 0 8 D r-- C14 cc CF) �2 LO G3 to Es r_ C14 6 C5 C�) C-4 Z Mr 4W 2 CP LL LL_ N am LWLI Lu a- a- LU > 0 < CL_ a- g Z 0 Coo) (4 Z) Of 0 M C-4 a Z �11 E c, B IL M M C3 W _j 0 Co 1— El 0 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. Z 0(i) 14 4_j C) Ln I _= > V) —4 C:) Z - cel 4-J 0. (n 0 Ln r-L LL Z M CL 00 E Z Z Uj F- W _j 0 Milli! 0 a Z LU LL Q W Z LL, a in 0 0 Z<C) Z I- Z Z Z LU Z L-9 0 V) 00 . 04 .0 F_ Z @I C:) LU C:) In Ln _j Z Z Q 0 LU 0 0 Q 0� 0 < 1< < L) OPJ- �Z; 2 9 LZU: Z =5 0 CY- -� Z fo Z Uj UJI 0=0 du!) _j 0, �j 6 _j 8 �- 5 fl!90- < 0 LL Z a- < � ,e ( t U X 8 N 0 >7 00 T-1 a I P�� Zo 0 Z < C:) _j Se Ly C) re) Z UJ > Z :5 Z 0 LLI SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 5 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ----------------------------------------------- POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08,250.94 200A INDOOR PANEL MAIN 0 200 amp 150 amp NEMA 1 200 AMP #15 copper to lights & outlets F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - #12 copper to 20 amp clas #10-2 copper to WH #10-3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram(Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Mono)dde Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET F� DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET �G F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET I -- -, HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. �?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) FTVI 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN \> CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR <1 OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT ------------------------------------- ---------------------------------- j ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 2nd FLOOR ELECTRICAL PLAN SCALE: Y4"=V-0" 0 Z Z CO Z a_ Z Q V) (D Q) C—/) LU C) 0 E V) W co 00 CIO I C4 ce) E ago C-0 0 * C C04 10, 'D LL 00 d 0 ,2 & 05-" CL LO C; 8D. N C-B-D C , - V 04 W) C-41 M 4 c! 2 R I- 6 C; Z = 09 0 Z M P! Zo — .9!2 9 ;s (no _j __j L� L1_ ;Z _j LL 's 2 0,) uj LLJ LI: LLI U Z -g. =0 Z 0 0- in c� Z5 0 E 0) 4) M Z LLW �4 LU F- Cc Tothe bestofthe Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature a nd seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. Z C-4 0 0) N Q0 > V) ro a � re) < (0 Ln r (n (A (L) in Zr-L L_ LL 3, < CL OC) Z E Z F— Lu W _j 0 0� Cie Z LU LL Z � �!i Z 'LLN, 0 0 0 Z<5 OZ OfLa >-M< < Z 5 Z 0 Z a: 03 ce _3 0 00 8010 Ce 0 Lu N 0 Z C) V" I Z C) Ln N r*4 U111 0 114 F- (X (1) se Z <ZU0 LLJ a 0 0 0 < U Fu-j M C81 P 0 Z W Z ZCL 0 =) LU 0 Z cez Z ;2! LU LU a =) 0 Uj Q a -, 8 �<_ F<- 0 > 2 < 0 LLJ LIJ 0 U_ Z 0< M� !�� 20: 00 Tq fg 0 R� V) R8 Z C) V_ F_ Uj C) ro) (.) Z . . .. LLJ LU > 0 Z :5 Z P-4 _j LU SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FGUZMAN VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 6 Attic Ventilation a Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. VENTED SOFFIT 48 SQ. FT. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated.Upper ventilators shall be located no more than 3 feet •• •••••••• •• •• •• ••••••• ••••• •••••• •••••• ••••••••• ••••• ••• ••. ...................000.....:,::............................................. : ' .... .... ......... ...... ........................................................ (measured vertically)belowtheridgeorhighesYpointofthespace,withthe . .............................................................................................................................................................. .. tir MA. �• �. � � A&W ram, ad" 4~ �, �. r,� �,. yam. w+ �. rrr• A&W �o "d w+• &dW y&. "d W sir• A wi &. ". �. �. �, A "do &a.r• balance o the required ventilation provided by eave or cornice vents. •"' ZONE-3 -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (D (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT t•' • • •SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. ATT I C SPACE 275 S Q . FT. Nf not enough vented soffit is provided due to fire protection, the contractor shall use the • following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. t •'' ' '*Formula: (Sq. Ft. SoM Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (file Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT .......................................................... ... ..Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed :....................................................: .�. ' :... .':.'. ::. UL_ •.� LL oo VENTED SOFFIT 50 SQ, FT. 00 UL u- ;� O LU LLJ ZONE-4 t ATTIC SPACE 2090 SQ. FT. Cn '.� t•' ILL .••� t:' O •,� •.' Cn .•.� .. W t'•• Z Lu C Y "'� VENTED SOFFIT 7 SQ. FT. _ LO . ;t .:................ ... -� ... ILIL W W W•• LO VENTED SOFFIT 12 SQ. FT. . � � : ZONE-2 71%.... ...W ••� ATTIC SPACE Z .:. > VENTED SOFFIT 30 SQ. FT. 12 SQ. FT, o . ;•� . ;•� .: •� �': .:� '•:.� .:� :.� 11 ; :� d ;•;� T . ;.. • .. .:: :.. �- ZONE-1 •�� t .;t ATTIC SPACE :•t 210 SQ. FT. :;, •• VENTED SOFFIT 32 SQ. FT. ROOF PLAN B SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPERVENTILATION PROVIDED 1 /150 Rule 1 /300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (FL) Off-RidgeAmk Req.) Total Ver�lation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upp� SQ. IN. of of ventilation to Ventilators of vented IN. of SQ. IN. of SQ. IN. of (See Elev) ventilation vented be provided required soffit ventilation soffit by upper Ventilation Ver LL_t ilatan needed required needed ventilators Main 0.0 0.0 Floor 210 202 29 101 7 50 0.0 (Zone 1) 0.0 0.0 Main Floor 30 29 4 14 1 7 0.0 0.0 0.0 (Zone 2) 0.0 0.0 Upper Floor 0.0 0,0 (Zone 3} 165 158 23 79 6 40 0.0 0.0 0.0 Upper Floor 38.0 0.0 (Zone 4) 2090 2006 287 1003 72 502 570.0 570.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT zo Z Q z W cn Ow ~ Lv o U_j E ��M — � O o0 U � n.I` Q rn�'o A, N.C.B-D-C ®® ,k ti66� 4'F lTP'ES®� �` CD CR CNp � N F s %%s To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering po rz (n ON CL t ions of the drawing pages bearing Engineer's signature and seal. O Z N �.Nn M IIY t� o. ZQ LU ED E� � f° W J � d' 0 W LL Z Q UI-�� v�� Lnu aE0 �z zac� ov 1-ao Ln : Q =�Zz�Z 00 =aZ sw © o I-Wo O � Ll7 N rl ?J iifJJJSSS CYCO� a/-� w�000 w z z z���fQ�zz f�0 � �o° N W I--- p�ai�acQ7 wwOrLz� aa�oo z � o M LL u_ z .. ,. O ; �z zoo° IH J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION N0. 1122 JOB No: 17-1800 SHEET N0. 7 zo Z Q z W cn Ow ~ Lv o U_j E ��M — � O o0 U � n.I` Q rn�'o A, N.C.B-D-C ®® ,k ti66� 4'F lTP'ES®� �` CD CR CNp � N F s %%s To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering po rz (n ON CL t ions of the drawing pages bearing Engineer's signature and seal. O Z N �.Nn M IIY t� o. ZQ LU ED E� � f° W J � d' 0 W LL Z Q UI-�� v�� Lnu aE0 �z zac� ov 1-ao Ln : Q =�Zz�Z 00 =aZ sw © o I-Wo O � Ll7 N rl ?J iifJJJSSS CYCO� a/-� w�000 w z z z���fQ�zz f�0 � �o° N W I--- p�ai�acQ7 wwOrLz� aa�oo z � o M LL u_ z .. ,. O ; �z zoo° IH J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION N0. 1122 JOB No: 17-1800 SHEET N0. 7 NOTE: 50'-O " • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS ^ PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 8'-0" 42--0" BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE 74 12'-0" 18'-0" 12'-0" AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE 2'-6" x 2'-6" x V-0" W/ (3) REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • •" •r "• �' ' #5 CONT REWF. #5's E.W. TYP. AT • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE SEE FND. FOR .`' LANAI. TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL `' ' • =' QUANTITY POISONING MANZ #5 X 25" X 25" S3 ". '. ;" ". '•; " ". '.�� ' : CORNER BAR ONE L '• FOR EA. HORIZ. ui S3 • .. , , • ., .. •.; :. • , • _ • "•. r REBAR, TYP. U.N.O. _ cU OJ OJ cU TYP _ -. ., • ., -.., • -. O 6'-8" 3 -0' 8'-10" 3'10" 3'-10" T-O" 8'-10" I T-4" T-10" 5'-8" C) i1 ��,: '�;,.,: ';Y,; �•, • �•..: �•�• �•' '" (2) #5 VERTICALS VERTICALS W/IN FILLED CELL ILLED CELL 4" STEP 2 2'-6" x 2'-6" x V-0" -6" x V-0" DOWN HB W/ (3) #5's E.W. #5's E.W. MIN. TYP. CORNER BAR � (-6' •_ xM • _ —_ —I —����_ — PLAN DETAIL I C PAD �� 0 0 SCALE:1112"=1' 0" ' I M PROVIDE 1-1/2" RECESS M I S3 FOR ISGD DOOR. REFER TO $3 0 F I MASON'S SCOPE FOR — ( WIDIH 7'-T C PAD • I 0'-0" ELEV. • — FV ih FIN CONIC. SLAB `O CJ 3-1/2" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY C? 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER 16'-0" 2'-6" PLUMB. ' J • I STACK S6 SEE FLOOR PLAN PLUMB. W.W.M. PLACED IN 118" SAWCUT x 114 UPPER OF FOR BRG. WALL INFO. IS rG O STACK GG _ ( • S3 M TYP. @ 2 STORY00 OR FIBERMES3 H WHLAB EREH SHOWN ON S3 „ 3 -o x 3 -o" x 1'-0" o , REINF. SEE PLAN. FOUNDATION PLAN — — — W! (3) #5's E.W. _ — — — — — — — — N REINF. SEE PLAN--- 2" -- ----- ----� r - - — r ' — — — — — — — — — — — — — Uj �� 4" •--- -- ----1 ---- Z iv crj ( N . 0o 114'-11" 6'-3" 6'-11" 21'-11" a e so 7. CONTROL JOINT DETAIL " 20" 4" (3) #5 REBAR I - I ( • GG S3 I SCALE:1 Q"=1'-0" STEP DOWN BRG 2 STY. 1 — C J — -- 04 . •; I INDICATES FILLED CELL w/3000 PSI CoNC. N to SCALE: N.T.S. c`' r I GROUT FROM FTR. TO BEAM w/ 1#5 REBAR 0'-0" ELEV. VERT. ABOVE SLAB. TYPICAL @ ALL • ( I I PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. J I ABOVE SLAB "GRADE 40 STEEL" ss TYP @ I S3 I TOP OF CONCJ PI�VER TO BE — — — — I � `r LO 2 STORY 2'-0' 2'-10" 8'-5" 4 BEL FIN. FLR. • • • • I N REF: EXTERIOR = REINF. SEE h U.N.O. — — — _I PROVIDE 112" 9' • -4" HB 00 co n SLAB PLAN 2 6 x 2'-6" x 1'-0" = RECESS FOR RT. DOOR I 2 _ ° W/ (3) #5's E.W. • — 00 ---- ---� L_-------� F.F. _ 1— — co 1 -4 �� 3 -1 �� 3 -10 �� 4 -5 to III r II m S3 �� �� 5 -2 1 -9 cw I T-0" x T-0" x 1' 0" W/ (4) / 5's E.W. � CV — — — (3) #5 STEP — — — — — '- " 20" REBAR C OWN ._D. 2'-6° x 2'-6" x 1'-0° w/ (3) IN- #5's E.W. l o M 24" CONT. � S3 in I T-6" x T-6" x 1'-0" @ FOUNDATION w/ (4) #5's E.W. ONLY (2) #5 VERTICALS 2-STORY FTG . 2 • I ZO � ( W/IN FILLED CELL I SCALE: 1/2" =1'-0" Ww °a "SEE OTLU C S-3 FOR W RECESS OPT." S3 �—z C.J. — • wQ a W I co < 411 of, N M I 00 00 N • 60 N i V I N cD oZ �0 00 (2) #5 VERTICALS O Z M 1 W/IN FILLED CELL 1 ~O N� I O ' • N • C7— z C.J. — o� U) 0 cr T O Lz_L O r �g ,- u- o I S3 A I "SEE S-3 FOR � I RECESS OPT." d' TYP' @ (2) #5 VERTICALS �t 1 STORY — — W/IN FILLED CELL — — — 0 FOUNDATION PLAN 1'-8" 3'-10" 5'-0" 5'-4" 3'-10" 1'-8" 79 21'-4" 7-4" 8'-8" 12'-8" Elev-A B C 501-011 # SCALE: Y4'=1'-0" ®N z Z �D(0 z Q J a O W c/� -I--� W � p "O W ~ Vi o o co i�tJi ~ 0 mn U W F-- a� M C 0M co MINO O O = NI \J C� 0 ti �a0 Q a<d A N C H D C pgjl `' `AF B D. . E o" � ���y�vw., Z ZW: N M• �. {� _ {` Lam• C' LLZ �"�FE. � !• �) e a NI'st4A:.V �R C o W X o8 o ❑❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. cO z �'�► O a� �j(nM0 aV)vLn •,_ v- a cn WON Q LL- a CL Q 00 W z 3: ry J 0 J f 0 W Iii0 wZi-t"a wulm- vwia0 OZ>.z<0 zQa8 Xc =�zzl'Z OE30 aN --LL0ZC) zo Qo �W Ln N fN Ln � • J ¢ O VS CcY,��� 0 z VCe [E000 �°zaio w Q. za0o=z z Uj � w w p� 0 0 > J O $�!gg62 Vn w0f-iz!k �a200 00 J� T—j < LL pz¢ O Z z v- `� .... 7 > F— z O Z LL SCALE : AS NOTED PLOT DATE ; 12/7/2012 TECH: AQUINONEZ VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 8 TYP. AT CORNERS 2x BLKG. TYP. @ LOW ROOF TYP. U.N.O. TYP. @ SINGLE STORY TYP. @ LOW ROOF 2x BLKG. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -1 Od x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Old H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-112 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K 3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1 1810 j (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1 1450 1 1245 24-1Qd X 1 1/2" HTW20 1 1530 1 1285 24-1Old X 1 1/2" SP1 585 1 535 110 -10d SPT22 685 8-10d SP2 1065 1 605 1 12-10d SPT24 1030 12-10d * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ■ iME1 � I■I�I�I�I�I _ I IMILE-_ --N I�ii (A) OR 2 PLY BARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). e INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER A)~ INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. FLOOR CONNECTION 1� (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. LOW ROOF & FLOOR FRAMING PLAN B SCALE: X"=V-0" SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS LO zzw" Z Q U, z t/i C9 Q) C w .0 _ E OW ~ 13:� r i� Vi = N 0 m� aim-8 t0 fM O o a = Of U tLL0000 7 00 CL Q rn rn L A ' B D® N,C B, D,C y CN L% _ 1,V W CAM >�cm VV«" =FL (cif. E S i' S LLZ W Q N'a694�41 o W O ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z N O cU n �-4 4-jo �>+ M O 4 M Q Ln'v Ln Qv0� p, z F- . CO 31 M v-1 Q 0000 WJ z z f0 C:) CI f O w0 W LU m Z Z. � � oV 0 z>.z<0 z> av�Q �s zµzµ++~z U" z p C ad J g� o� z o 0 t--I z V.7 N C G Ln .. LL 0/ Uj w o a/ /-1 0 Ezco Vr00�oC o Q Q o �oz�o zaE°z Z _J LL aQ=a8 —� oz$ ego w0u-zQ 1"'� a z �� O� 00 o O ry �Uj a�LL M LL z .. .. > O z a O z 1-4 J J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: AQUINONEZ VERSION NO. 13m22 JOB NO: 17-1800 SHEET NO. 9 TYP. COI TYP. .--. U.N.O. TYP. U.N.O. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -1Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8' ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. (20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1(2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 34' STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q I HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 -10d HCP2 1 645 555 12-1Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT C-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, GIRDER TRUSS (IF 2PLY CONTRACTOR TO SCAB ON V-0" LONG 2x4 TO TOP & BOTTOM W/ (2) 8d NAILS @ 3" O.C. TO PAD OUT TRUSS TO 3 PLY) (2) 2x TOP PLATE SCAB ON TO --/ TRUSS IF 2PLY USP WUSC53 W/ (8) 10d--ZZ*"° NAILS & (2) 4" BOLTS W/ BUILT-UP STUD PACK NUT & WASHER. (VERIFY SEE PLAN FOR MORE INFO. CONNECTOR W/ CORRECT ROOF PITCH) HIGH UPLIFT GIRDER CONNECTOR UPPER ROOF FRAMING PLAN B SCALE: 1/2" = 1'-0" (A) OR 2 PLY :ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS f--� C Z o Z Q J U C� cn 4--J w � p 'U — w O � � C/i ~ H o 0 U h w E 8 rn M c� �arMi o.a(, - ai C)5n r,, li co 00 i^' Y a p� <t M o A' B®®', N•C B-D C ¢., to o `#A�YC f m cp o co Z "Z 10 9b hY floj L A4 CN ,,,���++ mL W = o U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z fV O a) N ice+ M O M Q "v L n �. ON Q L U- a Ce a M-I Q o0 ro J Wz � d' J O z W ILL Q w Z H a U17- V)o0 ZZ>C)aV F- L z Z z 2 z 00 n V 0 O nr 0 O! Ln N aozo C:) _ LA N Ln z v)oa Z Y a o0QMWo0 oz fNp z z �L z/ L0 O �a14LU P6 J ♦/� V� =�Y' J LL tY�LLyI W u-Qzo< ? <FQQ- O C O . LL.I o f O M LL Z .. . jH Z g z O SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: AQUINONEZ VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. 10 ALTERNATE POWERS O E E STEEL LINTEL _ M 8F8-1B/1T 8F8-0B/1T O ® ,'� ; • `• -' , TYPE DESIGNATION #SREBAR ATTOP #5REBAR ATTOP O, ••O. F = FILLED WITH IN. (1) REO'D MIN. (1) REO'D a 1-1/2" CLEAR Q GROUT / U =UNFILLED n J 8RF14-1B� T 8RF14-OB/01T 8F16-1B% T 8F16-OB/10T 'O,° QTY. OF #5 - ' " R = RECESSED CLEAR o '• O © O O O O O O O REBAR @ BOTTOM r ° < p Q E O Z 8F201B/1T 8F20-0B/1T OF LINTEL CAVITY J M.U. w a Ln 0 ' � _..� � MIN •V v — O O o V 0 M I N. O O MIN. ®MIN. +-� w 8F16- B/1T CO Nam a - • s; ' . ' Z d < GROUT = W w w \ o (i \ .,e • ,♦ , •,� . , • ♦ • ♦ • ♦ • ua— O W •' ;' 0 J NOMINAL QUANTITY OF 5 REBAR AT O W a in \ \ Ly • O O • ` WIDTH #5 REBAR AT BOTTOM OF < 64 D D (/� N ♦ . ; ; 8RF6-0B/1 T • • ` TOP LINTEL CAVITY z ¢ z � 5 REBAR AT BOTTOM ' �' •' •� •� • �' • • ••s ° �' NOMINAL OTTOM REINFORCING F ¢ p p Q MIN. (1) REQ'D t-- .20 ID • ♦ ° ° ' L ' • HEIGHT PROVIDED IN LINTEL In LL = / ! N ♦' • • O i ♦' ♦- •♦ a U M M • • - ' • , : '. : ' • : ' • •' • 7-5/8"ACTUAL (VARIES) W •, •�•' -•�•' •�•' :�• 8"NOMINAL WIDTH ERSp� LO oM ., ' ST16 EEL OXEDUGE VL LINTEL — U O O Np LL OD ' • S POWERS STEEL BOXED LINTEL NOTES (ALT.) v c°n ti a :o. •: •:. ':• 22 ftcprecastlintels=3500psi. LINTEL PLAN NOTES: �, 0 8F20-16-2T - ONLY IF NOTED ON LINTEL PLAN o O O O O • ' ' • - • Pc prestressed lintels = 6000 psi. §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1B/1T 8F24-OB/iT © ; U401" ; Maximum3/8"aggregateand8"to11"slump. 2.Contractortoprovideproperprotectionoflinteltopreventrusting. 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ' Concrete mason units CMU " c•H,D•c ry ( )per ASTM C90 w/ Refer to manufacturer's specifications.` ` �= • minimum net area compressive strength =1900 psi. O O•, 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match recast depth. One #5 Bar required to and o o o o Prestressing strand per ASTMA416grade bottomopallPowersSteellintelsp q p 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE B D. ,r 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to " *�I, 8F32 0B/1T 8F32 1B/1T 7/32 wire per ASTM A51 0. ASSUMED TO BE 16" MINIMUM DEPTH. ® ® '' ' ' ' Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 3-THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN' `� "'�`'" • " ;' GENERAL INSTALLATION NOTES � ' = o = z � ;. 0 o THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH `V ., 1. Provide full mortar head and bed joints. ° ` : • k, • 8F40 OB/1 T •O. 2. Shore filled lintels as required. — ` q THE ELEVATION DRAWINGS `� •.. ., ., 'e, ... >, . ., s ter; ® O O 3. Installation of lintel must comply with the architectural and/or structural drawings. 1�F� aco w WsA ' 4. U-Linteisare manufactured with 5-1/2" long notcl,esatthe ends toaccommodate 4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LL1 > c s • ♦ - • - • 8F44 1 B/1 T vertical cell reinforcing and grouting. W ¢ • • ..:•. O 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and THE PROPER LINTEL HEIGHT. • ' :'. Q longer with a nominal height of 8" meet or exceed U180. a1 ., 6. Bottom field ddedrebartobelocated atthe bottom ofthe liintelcavity. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Ili �'� -° .aAL,♦"a �'°� ° ', 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. ' a„ g. Cast -in -place concrete may be provided in composite lintel in lieu of concrete REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BELL W'4:M= r �a masonry units. °- 9. Safe load mrasbasedonrationaldesign analysis perAC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT G.C. ""°`Q`" m •'�; ° �. , '-, ; ; �♦ 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. •' ; 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have COORDINATE. Q a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and • , • : . • ' .' ,• ; belief, the structural plans and specifications contained Coating. - 12. Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building 0 0y POWER STEEL LINTEL IS AN ADEQUATE CodeSthEdition(2014)Residential. Engineer's signature 8F28 1 B/1 T O • ' O k{ ' loads shoud be checked for combine loading with the following equation: and seal is only for the structural engineering portions of • 8F28 0B/1 T O O Applied vertical load Applied horizontal load the drawing pages bearing Engineer's signature and seal. _ 8RF30 1 B/1T Safe vertical load +Safe horizontal load `\ 1.0 SUBSTITUTION @ ALL LOCATIONS UNLESS © NOTED OTHERWISE AT OPENING LOCATION O O 8RF40 013/1T cI J O N Z 0 � n �ChMZoM a. QL In fl. .. Ofa 0C U CL 0 ' E ZE O WC:)� FO A W O D A J O J D O O O A EO E O O ® wo oz LL mzZ CAST CRETE LINTEL o g na x•+w� IS REQ/D. NO POWER I I- Q z z� zZ STEEL Z c w U MIN. 00 o ozQ T O w w O 7 , Ln A ST CRETE LINTEL N REQ/D. NO POWER N STEEL Ln ul UJ O? O wo VoO oQQ t7l oZWZ wd �m0 < aO Z t, ~ P ; W Q Z O~ <U V/ �%) �w0LLz°a g =a�oog do oO O�0 0� �FTT- - Q. Na�Uo 0 0 0 0 00 t--� J o z H 60 00 H H 00 o0 1--- O dam' J ¢ ¢ w ~ O re) W a~LL Z .. F_ LL O Q O UJ g Z o V F 00 00 1- - O V _ O o o z J a MIN. - - MIN . SCALE: AS NOTED MIN. Z PLOT DATE : 12/7/2012 TECH: AQUINONEZ OVERSION NO. E EO E E 1122 OO JOB N0: 17-1800 LINTEL PLAN F& G LINTEL PLAN D SHEET NO, , „ LINTEL PLAN AIIB & C SCALE: Y4"=1'-0Ya„_" SCALE. -1 -0 L 1 SCALE: Y4"=1'-0" NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND M SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-& OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFIR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308A HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JAILOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING, 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FIRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6, "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRII-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 61TIMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1-1. UNIT WEIGR� OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1-5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9, SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 1OPSF 2.1-10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2-1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1.,2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE -C-, IMPORTANCE FACTOR "I"= 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. t 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING MID UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WIL TOTAL DIL + WIL 3,3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 I A185M-04A MIN. GRADE 40, fy = 40 KS1 4.1.2, LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTEIRLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C4-P CONCRETE FORMED AGAINST EARTH: 3" 04-P CONCRETE EXPOSED TO EXTERIOR: 2- C4-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: W 4.1.7. WELDED WIRE FABRIC MWF): ASTM A-1 85 / A 185M-07 4.1.8. DETAJL REINFORCEMENT IN AOCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY ST1RLCRff;ES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEOM 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGH[T) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-W GROLIT 3,000 Psi 3,122 Ks! 4.2.2. CONCRETE SHALL CONSIST OF 1 " MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6"AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8"AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2" MIN. THICKNESS W1 MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W1 ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.14. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6, MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WA-LLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/37 EXP 1 OR 7/16- STRUCTURAL 1, U.N.O. 4.4,3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANS11TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 118"THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksl ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46KsI HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsIWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FIRC R318.1- "A permanent In which identifies the termite treatment provider and need for re -Inspection an treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigation/s grinkler systems includin ull risers and 0" of the building side wall. spray hea s shall n6t be installed wi in 1' 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cernentitious finish less than 518" thick adhered directly to the foundation wall. 5. FIRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment, 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dillutipri. If r@ln�ll occurs b6fore vapor retarder placement, retreatment is require . 9. FRC R018.1.5 - e �&Yoeteeover our nd mortar along the foundation perimeter re xteT or soi must remove I treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construcOon is completq, including landscaping and irrigation. Any soff disturbed after the vertical baftier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FIRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Servicee'. 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN V-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W`%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. LO Z M z z < IN 'MI Ilk 11 zLn (D LU U 0 LU = =3 E 0 2 M 04 LU E 8 0) ce) r- M C9 12 - - o 04 C) -r4i U (n ID -LLOO 0 .I OD 1 4, 0. A 8 D. B-D-C V, IC04 LO cn S E Uk 04 co ,t4,z Z 4�1" --tt) -C? 19- . 0 Of -I 'i L JIM I *1 a U <'CR I? UZ 0 P� z LLW ca S IE] 11 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 117-4 0 a) r-, P-4 4-j C) V) '-3 tD 0 lun M o 4-J M In U) 0 N 4) - Ln < L- LL -N CL z F- Ce 0- CL 00 < E z 3i z M lJLj W Nr 0 z LU Z F- vj a: co z Uj tri 0 0 0 z < 0 ro- Z C) a. X U z < z z z (9 z Lzu LU _3 00 S 8 8�0 C,�o LLJ 0 �!s 0 z z LLJI 0 Ln 0 zgo 0 0 U W til -, 0 ix Z z fc), mg �i LLI 0 0 cii U-1 40 p �8 > & 0 LL. Z 2wx Q 0 X co U. z 0 0 4- F- rt-) u- z LU > 0 Z z SCALE AS NOTED_ PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. SN I , I . I � M . 1 '1." L. .1 1 1 L . . - 1 -1 L - � -IL L - -1 - �� -- - i= � � I'll �1� -0- CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE . . . . . . . . . . . + + + + + + + + + + + + + + + + +- + + 44 . . . . . . . . . IN . . . . . . . . . . . + + + . . . . . . . . . . . &D . . . . . . . . . . . . . . j- + + 4+_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + 6-0" 0'. (TYP.) 6-0" + + + r/ + + + + + + + + + . . . . + + 4 + + - + U.1 + + + + + + - + +� — 15/32" CDX (TYP" + + + + + + + + PLYWOOD OR + + 7/16" OSB + + + . . . . . . + + + + + + + + + + + + + + . . . . . . . + + + + + + + + + + + + . . . . . . . . + . . . . . . . . . . . . + + + . . . . . . 4- + + + \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C"WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0. 113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE USED NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions @ BCI Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000S 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL---� STD. 900 HOOK BOND BEAM C/) LU FE §, STD. 90, CONT. #5 HOOK BAR ....... CONT. #5 BAR E ....... .......... 11. I.... _.. #5 CONT. FROM ... ........... .... .. . FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION I " TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION INT. BRIG. WALL N.T.S. 1/8" min. Small 2' min. 2" max gap "' . max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16 6-16 OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor cot innn w/ Innfis N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check 0, 101 local building -On code for appropriate TANK -LESS W/H 001 details in One 1 Od box areas=20 of high or--10 sinker lateral load. nail each side F I at bearing. 51-Off STUB -OUT FOR -1 GAS METER 0 9 H C G 000 -Off 9 [0 01 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH- AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 211 X 411 @ 1611 O.C. 71-511 (2) 16d TOENAILS 2 X 6" @ 16" O.C, 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-g" (3) 16d TOENAILS 2" X 10- @ 16" O.C, 16-61 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 191-311 (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6--1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8- (2) 16d TOENAILS 2" X 811 @ 2411 O.C. 111- 01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-01' (3) 16d TOENAILS 2 X 12" @ 24" O.C. 15 'All (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAMI). SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 4 . higher than 15001b. Web Stiffener Fastener Schedule Joist Bearin ocation Series Depth End Intermediate BC, "0,0 SO 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCl 6000s BCI 6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d --14--'-'-- 2-8d 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 9080 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d - " d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 pif max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist -When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset " Use 10&3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. - A ROUND HOLE MAY DO NOT CUT HOLES 6" BE CUT ANYWHERE IN 6" 6" CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT t ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. 00 NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. IY2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE lY2- KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist MUGT15TYP. 5/8,10 THRU BOLT USP MUGT15TYP. GIRDER TRUSS - 2X TOP PLATE r 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN, EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" Wide min.) Nail with 10- 10d nails. Jill nstall tight to top flange. 9'. 4. I SLEEVE THRU STEM SEE PLAN FOR 4' FOUNDATION INFO STEM FOUNDATION TEM F 7R- 0 F r 6bck. NF T lo Nail with 101 0 1" Filler block. Nail with GRADE r- 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. _K 1/4%2"gap—�_Zzf Backer Block 'Top Mount" "Face Mount" Backer block shall be fight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange, eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height r ' dc 4h requirements 7 - 0 Joist depth 6 0 . .. ..... . - I -JOISTS BUCKETS N.T.S. F. EE PLAN .,4 -_A 11-11 F� A A/C CHASE (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PI�E PENETRATION� d- ... Jill= 4' 1:1 za lrTl m m L`1K 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE A F SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. OR SCH40 SLEEVE P PLUMBING LINE PENETRATION TOP (2) #5's x 4'-0" CENETERED @ PI E - 4 A 4 — — — — — — — - — — — -- — — — — — — — — — — — — — SEE FND. PLN. SIZE & REINF. 11 PIPE PERPENDICULAR T FN TOP (2) #5's x 4'_0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION FI_ PLUMBING LINE 4 .4 — — — — — — :d 4 Pq 4 11 A _1� 14, T7 SEE FND. PLN. 01 SIZE & REINF. Z Cn W < a __J CL co V) (D Q) — C/:) 4_J LU U T 0 LU E cl� V) U1) 0 0 0 F3 I- 04 4) ce) E 0 2 -0 'r- CN 4i Rig 4) 0 Iwo U- eD 02P CO CL 0 0S Ira 1 < 0 -!t 6 8D. N�C� -D -C \\5 " 17P C14 Z r; ON U, lig Z CD 1.019114 2P 0L LU - u_ 0 ;,0" .1 Mill -� . - ji�', "a U) 0 cqq IL LLI SIC) 04 _@:8 ilk 11 r To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z r4 0 (V %0 c) M z (V Ln -0 rL (A -= V- 0 N — Ln LIL CL ern-'s z F- V-4 W 0— 00 < E z fa z UJ W _J 10 14" mi 0 wwz Lu U_ 0 z 1z 2 ow LVU) a 0 0 z < 5 z >18-W �4z_z W z W, U 0 in a. D 3: U 0 CV C, 00 C) OR b UJ N 0. 0 z 0 z 1- UNI C�l Ln rq 1171-4 Lr) wo� UJ wo 0 z a 0 0 0 6 Ce -0 Z z z W uJ C, :3 0 U r 080 > 00 LU W 0 z D >— OC) T-q LL z LU UJ R c) M < z UJI > 0 Z :5 z #__4 1 _J CL I SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17 -1800 SHEET NO. SN 1 (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE [I (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24- O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH 7P, TTYTYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSuLA rION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES4111--� 5/8" OR 1/2" HIGH LUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X"@ GARAGE W/A HABITABLE ROOM 12. N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" 0 , C SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION ER BLOCK W/ 1#5 CONT. CHART ON F R FILLED SOLID W/GROUT PLAN 1 x2 P.T. HO I NTAL NAILER C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) -,--TYPE "So' MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C.-/ 112" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER z: 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4XIII WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE z 00 ;0 6 MIL VAPOR--' BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D 1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS; TYP. 411 1-411 STD. 90 HOOK (SEE U.N.O. L� - --I DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4"= V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB: \ 4" O.H.D. RECESS c PAVERS 4' 60 SEE A/S3 OR J/S6 L-IT i`_ I T F3"1 MIN. CLEARANCE IT FOR REINF. INFO. V, 4" (1 STOW I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR") GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ 16" O.C. Will (2) 16d TOENAILS T & B 2x P.T. PLATE-, (2) #5 CONT. ON 3" CHAIRS (TYP.) I lot 1 -1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'.6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-13". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6 x 6 WIA x W1.4 WWF OR FIBERMESH 9 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/411=11-0" FOR ADDITIONAL SLAB INFORMATION. 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" //-2x S.P.F. D 611 -44 2x STUD LOAD BEARING OR 1-,*-- EXTERIOR WALL 81, C ' M ' U ' 1 "x P.T. STUD #5 VERT IN FILLED CELL SEE CC/S3 OR CN G/S3 FOR ANCHOR BOLTINFO. 5/8"x6. "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL---,,- FOOTING MONO SHOWN FOR CLARITY -Ir=, F1 r= Fir=T Fir= I I L IE 9 NOTE: "FOR BEARING WALL W/ UPLIFT ONLY I � 1-1 1 I� -ILl-ITITLUIT-1 FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x WIA 31/2" WWF OR FIBERMESH (min.) 4"--,, A. I F-19 I F--1 I Fadc, rF=T 7,-ioi, SCALE: 314"=1'-0" "I'l S3 GRADE 414:M -14141AM FLIA7 ) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4"=T-I "i'll S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS C14 A 4. A A 4 C1) 17=1 - 4- so 4 .4" SEEA/S30RJ/S6--- _lL1:Fp Fijr- FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) V-8" (2 STCIRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T S. ��S 3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8" x 10" "J" BOLT @ 24" O/C W1 2"*X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E 5/8"OR 1/2" HIGH STRENGTH -- (U.N,O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" 0 ' S ' B SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W1 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/811* x 11 "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) ELEV. II (ALT: 1/2"x12" TITEN HD @ 24" All O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) 211 A.F.F. z 3 1/2" MIN. ELEV. -0'-3 1/2" A.F F 1$0-100- U_ to 00 -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 518"OR 1/2" HIGH STRENGTH - W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.0, USP SPT24 CONNECTOR 1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. < 81-611. (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 861'. 4NSULATION PER CHART ON FLOOR PLAN "On 01717`11) f1^KIKICr-rn0 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW -2'x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. � 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". --- _INSULATION PER CHART ON FLOOR PLAN 00 00'r)) nnk1KI=r1'rn 5/8" x 10" "T' BOLT @ 24" O.C. W/ 700/16" PLATE WASHER (TYP.) ,2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" A X2X P.T. BOTTOM PLATE O.C. OR 5/8"xlO'WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4 VIII WWF OR FIBERMESH /WWF OR FIBERMESH 1/2"(min ) - 4' 1 I-_ _Lfti V11. 1, Flo (2) #5 CONT. P; 41' V-41' 811 U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 31/2" MIN. 44 to A I M 1/2"(min.) ;0 1/2"(min. I MI v I Lumi�um. (2) #5 CONT. 411 1-41' U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE: 3/4"=V-0" "'I S3 -2x STUDS @ 16" O/C NOTE: ISULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL USP SPT22 CONNECTOR 3RD LAYER 1/8" THICK. @ K.O. BLOCK -USP SPT22 @ EA. STUD 2x P.T. PLATE -2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] x SPACEANCHOR #5 REINFORCING BOLTS 6" MAX FROM -WEEP SCREED INSTALLED BAR END OF 2" x PLATE x PER MANUF. N"-#3 OR #4 REINFORCING BAR ur.,Aut 14V IvIfill. ry= 14 X zi #3 & #4 LAP SPLICE [GRADE 60 MIN, 116 x t. FINISH GRADE 25" MIN. LAP [30- MIN. LAP] CL >1 x ;0 LU =7 AAA 7 7 7 A 7974 1AA Cn 6 MIL VAPOR I> to R 17/8" __--#5 REINFORCING BAR x #5 LAP SPLICE X (2) #5 CONT.- 36" MIN. LAP [36- MIN. LAP] ON 3"CHAIRS 8it COMP. SOIL. (COMPACTED TO (TYP.) 11-411 95% MODIFIED PROCTOR ASTM I - 19_LF;_1_L1j=1:3 I.- - 10" W11. TTI D1557) _M'ff 4- 1-4" '----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING L]LIi REBAR DETAILS F� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SCALE: N.T.S. SLAB INFORMATION. FRAME -DOWN FALSE BEAM W1 (3) SEE PLAN SEE ROOF PLAN 11 NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR jIll x & LAYOUT DESIGN TOP OF BEAM IV SEE ROOF PLAN 0? FOR STRUCTURAL BEAM SIZE & /-2x4 P.T. CONNECTION INFO PLATE //1113.13. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING COLUMN LOCATION z ATTACHED PER NAILING 0) 0 LU L_ SCHEDULE 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 01011 CONT. BEAD SEALANT tv __j 40 INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. -31/2" GARAGE 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 11/2' EMBEDMENT @ 12" O.C. W1 DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM --INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN _71 (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB"",, 6 x 6 W1.4 x W1.4 C") OF �WWF OR FIBERMESH �4 6 MIL VAPOR BARRIER M111=111 I �l 7=1 Li r IL 1) _11 11 11 4 H 411 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" "'I �M SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO, SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS - - - - - - 110 I ILI] LTA 101120 1.11 LTA I I k, (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-13". 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 to O.C. W/ To EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C.? C) ..2111 �Igl 114: 811 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" 4 .4 /nit nr-r%r-ein re%n X/Apip.q C - D %All A - Ill A OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. i""`�M SCALE: 3/4"=V-0" \ S 3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL y EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL-\ MAT REINFORCING. c-4 z 00 GRADE Uj E W Uj W C3 z U W co W 0 a x 4j LL < I I Ell I I LU 161 =Fjj�=,, -FOOTING -J 0 11=1 I JEE1 =,tj =1 I 1=1 I I=' BEYOND PAD REINFORCEMENT-) , 3" MIN I CLEARANCE (SEE SCHEDULE) FOOTING WIDTH I SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. (D zW z (.10 G Q) C-1) LU 0 0 Uj E 0 I_U I.- E 8 Coll 0) co C M M m� :2 0 &Z .20 LL 00 CL ur) < 00) AI 8 D. N C,11,1),C r co ;Z)C, Ci M 0 N U V I& -,Z a -2.05 cr)Z Rik 'j- 1 . z 01� LL W V LU "f6smIMMI, LL, U M To t e best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z P-4 .1--i C) Vill 1 5 ko 0 > (41 in rn M Ln in W Ln < LL z e-"' III CL E Z 3i z Lij W _j C) ko 0 01 ce uj LL OZ LILI Z F_ LU mjz U 17- LU In in 0 01,- zo zo 21 Z U z zz L. L1.1 -LIU 00 E S 8 8 OR 0 zz @ 0 r4 r_j Ln LU 0 te L. 211 ZO 0 < -u r- t8 2 6 0 Z LZL, z Va!i 2� LL, a M 0 z Uj (D U, Z .44 (D < 8 F- < Lu LLI U. z 00 CY U. z Ce 0 CD W z LU F_ 0 z P-4 _j SCALE : AS NOTE PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. S3 (MONO) jI, 11,1i"ild, � IIIIIIIIA'Willi tiraAhMAYU II � 1 1 t A I I A 1, 11.d_ I III, Ili illd"JifiIII IIIIIIII (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR SEE TYPICAL WALL SECTION TOP PLATE SEE '�/—TYPICAL C.M.U. WALL 12 PLAN 1/2" MINIMUM CEMENT FINISH PRE-ENGINEERED WOOD TRUSSES @ 24" OIC SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) 3/4" FURRING STRIPS STANDARD 3" DIA. TEE (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2xg WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W1 DRYWALL SCREWS 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d 7 518" 8" 75181, 811 7 5/8" 8" APPLY 3 LAYERS W/ TOTAL THICKNESS CONNECTION 7/8" OVER METAL LATH. FIRST 2 DRYWALL NAILS A 2x DEAD WOOD @ MID MIN. EXTENSION FROM v LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK —SOLIDAREASARE F1 SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 11/2" MAXIMUM STEELAND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR CRICKET AS REQUIRED r� EVENLY F1 PLATE FACE OF BLOCK WALL IS 2 1/4" INTERIOR FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSiDE OPTION WALL TO DRAIN F-7 1F=_1 CL DOOR OPENING -DOOR OPENING M71 nW DOOR OPENING --C, 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6"O/C EDGES & 8" BLOCKING ---TO BLOCKING WALL CLEAN -OUT WALL O/C FIELD A --(2) 2x HEADER SCALE: N.T.S. O.C. 2X4 PT STUDS @ 16 PER PLAN (2) 2X4 PT STUDS UNDER HIP v CARRIER/GIRDER TRUSS VARIE5 \-2x BOTTOM PLATEW/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE 71 SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER MAIN SPAN ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT D� UPLIFT CONNECTOR (SEE SCHEDULE) &'X8"X16" K.O. BLOCK W/ 1 #5 CONT. SCALE: N.T.S. SCALE: N.T.S. AND FILLED W/ GROUT 12 --,,,.--SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC, FILLED CELL-1--�= SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK akEi- _'N� TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE UPLIFT CONNECTOR KNOCK OUT — 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE (SEE SCHEDULE) BLOCK _W1 (1 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. nnHRI P 9YA -QPI= .09 )#5 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 1 Old NAILS —7 CRICKET AS REQUIRED—,,", SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW '4 STD. 91THOOK-1 8" 8` LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-13"WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1 1 BLOCKING W/ 2-16d TOE NAILS @ EACH END NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN DOOR STOP I PSPN516Z w/ (12) 16d NAILS SEE PLAN FOR MORE INFO W 14 TOP SPLICE 4' .4 MOLDING 2 ROWS 10d @ 3' O.C. (14 18-10d NAILS 2x TOP PLATE Cn GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS @ 24" O.C. OR DOOR if&, SPLICE STAGGERED EQUAL TO TRUSS BOTTOM 2 6 P.T.. CHORD OR BLOCKING x W1 MIN, 8" EMBEDMENT 14 1 Od @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W/ 51/2" MIN. EMBED 2x STUD @ 24" O.C. MAX ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. I STAGGERED FROM BOT. �:g ATTACH ALL UPLIFT= 4290# (SPF SYP #2) SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ W 16d TOENAILS T676P PLATE NOTES: 4 NOTE: NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION WIRE NAILS @ 4" O/C BOUNDARIES 6" OIC PORT TYPICAL INTERIOR NON LISP HTT16 N� EDGES & 8" O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL K"j TYPICAL GARAGE DOOR BUCK (' K TOP PLATE SPLICE DETAIL rM USP SPT22 @ EA. STUD----- VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. ' SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS �4 2x P.T. PLATE \—BLOCKING (TYP.) PROPERLY. � �4 1\14� F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" OIC MAX ?0\\ \—ROOF TRUSS SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. USP W/ 8" EMBEDMENT HPI IPT IMIKMPTOD CC= 4Zf'WC:r)Hl C: n4 OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT nc REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"Xl 6" K.O. BLOCK W1 1 #5 CONT. FLOOR PLAN. MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY rG 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK 3 SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END V (1) (2) (1) (2) (1) USP LSTA30 41-9- (2) 1 (3) 1 (2) (2) (1) USP LSTA30 9'-16' (3) 1 (4) 1 (2) (4) (2) LISP LSTA30 btj f 4 SPT241 uOr Or I SPT241 or or,[,+ FFulitj ROOF TRUSS ABOVE LISP 2XTOP PLATE 2X BLOCKING 2X STUDS @ 24" O.C. OVERLAPPING NAILED 'X ------(2)16d V 811xi 0" "J" BOLT INTO TOENAILS 24" O.C. MAX. TRANSOM 1 Od NAILS @ 6- EA. BLOCKING IN. (2) PER BOTTOM PLATE TRANSOM FRAMING FRAMING STAGGERED I _0Y D T OCCO f%rf% AA10-1 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/279 112" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL--\ WITHOUT UPLIFT \ I @_ SP SPT22 K.O. BLOCK W/(1) k _j SEE FLOOR PLAN NOTES FOR USP SPT4 _USP SPT4 USP SPT4 - BOLTS @ 24" O.C. #5 CONT. & IN REQUIRED CONNECTION RECESS AX FILLED LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 11 Uff 2X P.T. PLATE 5D 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12- O/C EACH FACE OR 3-ROWS; 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR \2X8 P.T. BOTTOM P�AT MASONRY WALL FOR SHED. WATER KEEP STIFFENER BACK FROM SIDES ENOUGH 2x CRIPPLES @ 16" O.C. W/ (2) 12d GREATER HEADER \-5/8"x10" MASONS TOOLS TOENAILS TIB "J" BOLT @ 24" O.C. MAX. TO ALLOW SPACE FOR FLAT USP SPT4 W/ (6) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 Y2" @ 24" \—(2) 2x HEADER SEE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) \—INTERIOR HEADER FOR CLARITY SEE DETAIL IN POSITION 10d NAILS @ (1) 2x SILL PLATE W/ (2) KIS4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER 12d TOENAILS. SEAT FOR BLOCK IS POURED 6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x ONLY EXTERIOR HEADERS IN PLACE CONCRETE (1) 2x SILL PLATE W1 (2) CRIPPLE STUD GARAGE DOOR Mnj 12d TOENAILS. OPENING GARAGE FLOOR SLAB 8x8x16 C.M,U. TRACK MOUNTING BRACKET TYPICAL (U.N.O.) TROWEL FINISH SEE LARGER THAN 4 ft (2) 2x GENERALNOTES SILL PLATE W/ MP3 CLIPS GARAGE DOOR ROLLER SLOPE FORWARD GARAGE DOOR TRACK EACH SIDE ........... CONNECTION ASSEMBLY ' /I '--2x STUDS TYP. FOR DRAINAGE 1�40 .......... GARAGEFLOOR TRAVEL DIRECTION OF ...... USP HTT16 TYP. U.N.O. SEE N/S4 GARAGE DOOR HOLD DOWN CONNECTIONS N, NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. SEE PLAN FOR FOOTING IBOTTOM OF MOU P.T. BOT. PLATE DIMENSIONS --"POURED CONCRETE BASE FOR TING B E BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL QWr-n [WIDWADrI TWIQ 1112AIA/Mr-1 %A1AI I UE: 0 nl==All 1 Od NAILS@ 4- 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES 0 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES _f(D & 8" O/C FIELD —PLYWOOD o SHEATHING MASONRY-- I WALL BELOW o-: — 5/8"X1 0" J-BOLTS @ 24" O.C. P MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. RAIKIn- CTAII 0 ADnXIC C:KITDV SCALE: N.T.S. � �4 PARTIAL INTERIOR ELEVATION L5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S, SCALE: N.T.S. � �4 (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. UOII Or 17 SPT241 or, or —us SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SP�27� SID PT4 U 2X8 P.T. BOTTOM PLATE I L3 (D L-0 Z v) z CO z V) (1) U-3 4--J 0 LIJ Of V) E 0 ce) .20 im 1� C) L.Li E C14 0) M 0) Cf) C co M j2 Mr cQ C.4 02, -8 oal = c- LL op _00 (.) W D < a —01 AI N-C,B-D�C r 0'vV A &4 Ci Z Z lion. ie Eit �8, rL e 2: W CL TK4: 11",q El El 1:1 I within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z f4 0 C:) fy) %5 4-J (0 Ln M U) L_ 0 ai Ln U_ z (0 Q� U CL OC) z § E z LLJ CD W _j C:) 0 W WO z ZLLR LU ,j � �z 2 2: 'Unj 0 0 z < 0 z 0 CL zi U�� z v 00 8 0 LU C, W 0 z @ C) z Ln r_j r_j Ln 0 L8 �- !� �U, 08, 0 z -0 ro Z Z 0. z rz 2� LLj U, 121:8) 0 L_ a) LU 1. (0 < U r- �<- - � 6 > PHH82 Fn �� 0 LL Z 0'r 00 T-1 < � 1� M =) < OR I 0 C) V_ Uj CL I.— c) re) z LU > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. %54 USP HGAM10 W1 (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SIDS 114 x 11/2" SCREWS IIIE31111111 110111111 SEE STRUCTURAL----\ SEE STRUCTURAL NOTES AND TOENAIL W1 (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING x4 'IT" BLOCKING NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS SCHEDULE FOR @ 48" O.C. 6d NAIL SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. 7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24- 1" BRACE TOP CHORD -- o- SHEATHING DETAIL EA. OUTLOOKER 21vx4" O.C. (OPTIONAL - SEE .D ATTACHED W/ BLOCKING! F OR — x 11-117 � I OUTLOOKER ELEVATIONS) 2x4 OU A� -BACKNAIL W1 (2) 4 10d NAILS @ 4' FIRST FOUR @ 24" O.C. SEE STR L Al ROWSOF 45* t 24" MAX. TOP CORD BLOCKING 45*± 4 :1 x 2X4 CONT"L" BRACE TOP COR BLOCkING 6 R EQUAL @ NOTES AND NAILING ORD TRUSSES @ USP RT1 6 OR FOR FIRST FOUR FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX. EA.OUTLOOKER SCHEDULE FOR _F BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT1 6 OR FIRST FOUR ROWS DOUBLE 1" BRACING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE DOUBI 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER 24" MAX. rMAX OF TRUSSES @ EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/(3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO EXTEND @ LEAST 90% OF LISP 2 CF 2x4 CROSS BRACE APPROX. F 8" FROM RIDGE FASTENED AT APPROX. 8" FROM . SHEATHING TYP. 'IT" MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB Y 2x4 CROSS BRACE ] @ 8.-0- O/C. 4BOARD WEB LENGTH & NOTCH @ SPT4 @ EACH JOINT W/ (2) 1 Od & (2) RIDGE FASTENED AT EACH JOINT W/ (2) rl" BRACE TO EXTEND 2X4 BLOCKING 2x4 BLOCKING EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE AT LEAST 90% OF WEB @ 48" O.C. 2x6 P.T. UABL TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END ABLE TRUSS 1" BRACE ATTACHED /--16d NAIL SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING r EACHJOINTW/(2) 10d & (2)10d TOE NAILS @ I Wx USP RT3A WITH 8-8d FROM LEDGER TP �W LL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 1 Od NAILS @ 4" O.C. ATTACHED W1 1 Od EA. END -- BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES I \ GYPSUM WALL BOARD GYPSUM WALL GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 1 Od NAILS AND 12" O.C. FIELD 2"xt" PANEL BLOCKING @ 48" O.C. FOR THE FIRST F� 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" O.C. FIELD GABLE TRUSS A EB 1 OdXT @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD �11_ END TYP. TOP & 16d NAILS SINGLE 1" BRACING DE TAILrC`� THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS _\ ATTACHED W/ 1 Od NAILS (2) 16d NAILS BOTTOM ATTACHED 1 /,,-(2) INTO 2"4" P.T. PLATE \\-WEEP 2"A4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING 0 48-A 2x4 BLOCKING W/ (2) 16-d TOENAILS -2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH SCALE: N.T.S. T 2x4"7'ON TOP OF PANEL BLOCKING\ SCREED SLOPE OF ADJACENT SCISSOR TRUSS) --,IV �I O.C. FIELD O.C. FOR THE FIRST (4) ROWS _Vb,47" DQ 1 0dx3" @ 4" OIC DIAPHRAGM FASTENWITH 10dx3" @ 4"O/C SPACED 71-4 INSTALLED PER MANUR 2"x6"P.T. SILL \\\- NOTCH 1" BRACE HERE OF TRUSSES FROM EA. END ON TOP OF PANEL BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" 0. C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH T�` USP HGA10 @ 36" 48" O/C "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2) 16-d TOENAILS 1 Odx3" @ 4" O/C O.C. rl5rl ,,-GABLE TRUSS 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4-4' MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE STUD WALL TRUSS VERTICAL - USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) Wn-10dxl 1/2" AND TO MASONRY W1 (3) 3/16"x 2 1/411 TRUSS) USP SPT24 @ EACH STUD (2) 2"x8" 1" BRACE NOTE: IF EMBEDDED SECTION TAPCONS. SECTION LL - FASTENED WITH (3 16d PER SIDE STRAP MISSED VERTICAL SECTION SECTION 4� WEB; USE SCISSOR GABLE "T" BRACE (_7 MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. \,,, �5 SCALE: N.T.S. SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. \, S5 FER TO DETAIL J I SHEET S5 FOR 3RACING, AND TOP IORD BLOCKING ;o "ORMATION co DOD TRUSSES 00 ;o t RAT RUN BRACING 24" O.C. ON TOP OF 1TT. CHORD FOR 4 USSSPANS TACHEDW/2-16d EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2"x 4" LAMINATIONS W1 (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS t BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207, L = 4 1/2") OR EQUAL " W1 2 - 16d iENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL i,SONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) �CHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) __1__1 SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION, SCALE: N.T.S. r8 1\,S5,,,0o 2'Ix4' OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x �ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR tL_4 WOOD TRUSSES OCATIONS) _) 1 Odx3" OIC @ 2-�x TOENAIL 6" O/C RUNNERS W1 (2) 16d TYPICAL (2) 16d PER NAILS 11MAX JOINT IvvAvI Ulkl QrP RA/Qr CROSS BRACING DETAIL SCALE: N.T.S. IOWI 1 1. wl�I III 1� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SEE STRUCTURAL - NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8"FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA, END TYP. TOP & BOTTOM ATTACHED W1 (2) 16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES /_BACKNAIL W� (2) 2x4 OUTLOOKER 8d @ 6"O/C - 16d NAILS @ 24" O/C WOOD TRUSSES TOPCORD BLOCKING FOR USP RT1 � 6R - FIRST FOUR ROWS x EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX, EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) A L TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 EE PLAN FOR 1/2" SCREWS _��_CliSCONNECTION 2x4"T" ON TOP OF PANEL--J BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 OdxT'@ 4" O/C (2) 12d TOENAILS SECTION ("9 SCALE: N.T.S. `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 1 1. 1 —1— - I I- k , , , .1 GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 1 Od x 3" @ EACH CONN. @ 24" O/C -MOISTURE BARRIER \ \-BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 111 BRACE 2"x6" (U.N.O.) 1" BRACE 24" 01011 - 31-01' T-0-1 - 61-0" V-10" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING I I NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 0dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-13" MAX. cr_ LU 0 Cr CORNERJACK LU z Q� 0 HIP FRAMING REFERENCE PLAN a z W 0- T 20!-0" MAX 20'-0" MAX 'YBRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. INS INS INS INS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2),,r' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 9 0: a: ITOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION LOG co 'D z I a_ (A Z a) U-3 4--J LU U Q) LLj V) V) E 0 § C) j5 C14 (D co E tM cl) 0 C14 d < 61 AI BD N C B,D,l �A, I I C-4 v� S C's In I .0 Z. W > Ca LJ M_ 4) 0 43 LL k, kkW� lo t C, f 02 0 -M El 1:1 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 z 0 P-1 4.J C) CD > z il;n' m Ln ''a y) .— v- V) Z5 N z < 4) Ln U ro 00 z E z LU LU 0 LL, (5 2: Uvj) a 0 Z 5 0 z< z z z U z � � Lzu -.j 00 ULU 0 =) 3: U q) 8 4 in 0� CD .2 15 LU 04 0 z 0 C:) z C:) In In *iz ui in Z. 0 < tu_ M am, E) 0 Ce . Z z a 0 r. LU in 0 r 6 > 0 Z!� < 0 >7 Ce 00 r-1 LL z z < C:j LU c) z U.j z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1122 30B NO: 17-1800 SHEET NO. S5 B (2)- 2x TOP PLATE 0/- BEYOND I I D C KIA11 IKI(_% QPWC:r)HI 2x STUDS @ 16" O.C. 7 T USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD 1513r OS13 11 & 8-1 Od x 1 1/2"TO BAND JOIST @ EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING EXPOSURE1 (2) 10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON SHEATHING 11 W/ 8d @ 4" O.C., 2 ROWS STAGGERED NOTE: EXTEND SHEATHING TO PROVIDE 2nd FLOOR WALL--"f BOTTOM OF BEAM OR GIRDER BLOCKING AS REQUIRED PER SECTION X-X IF 2"x BOT. PLATE W/ NOT FULL HEIGHT SHEET �_�Arc (2)-10d@13"O.C. 2X4 RIBBONS, EACH W/ 4 -16d 1 , NAILS INTO EA. FLOOR TRUSS r BEAM/GIRDER WEEPSCREED INSTALLED PER. MANUF. FLOOR SY 32TT ------------------- � I r IT Tr 15/32" OSB 11 11 11 11 EXPOSUREI SHEATHING LE Lu SOLID 2x BLOCKING @ A V SHEATHING 0 EDGES(SEE OPENING SECTION X-X) Lu 2: q C L �H a. ill I fr_x E 7 Lu 2x STUDS W BEYOND. SEE PLAN ALI-L U) — iL_I I NAILING ZONES (SHINGLE AND TILE 0 LU ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6'O.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6'O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4- D.C. ON EDGE AND 4' O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING U_ 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2'PLYWOOD C, UO, (TILE) OR 7/16- OSB MIN, (SHINGLES) SPAN RATED 24/16 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 0 1 LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO cn �_ U_ W STUD AND OR BLOCKING AT ALL EDGES, C) W cr 0 u_ = , z7- cn A MINIMUM I/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES D END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL N USP HTA20 @ EA. TRUSS '--:�4 P.T. BASE PENETRATE SURFACE MORE THAN 1/8" PLATE BEYOND W/ 10 - 1 Od x 11/2" NAILS INTO FLOOR 2x RIBBON OR VERTICAL ��HORIZONTAL SEE PLAN PRE-ENGINEERED TRUSS & MIN. 4" EMBEDMENT IN BLOCKING BETWEENFLOOR WALL SHEATHING 318" "S" = NAIL _30 FLOOR TRUSSIJOIST FLOOR TRUSSES KO BLOCK SYSTEM WALL ELEVATION DIAGRAM SPACING S S 112" S 4 FT. Q _1�12 ------------------------- ---------------------- SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACIN 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 4 FT. (Z) NAIL AT 13ASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL G SEE J/S NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL -6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" 91 "" I FOR ADDITIONAL INFORMATION. I @ NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL I------------------------------------------ @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL 5 FT.I 4 FT. STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W18d COMMON NAIL 5 FT.i 4 FT. SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER -------------------- - ------------- W/ 8d COMMON NAILS @ 4' O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 2 MEMBER IF GABLE END (D 01 NOTE: I . 8d NAILS FOR WALL SHEATHING MUST BE MINA 31'X 21/2" USP LSTA24 STRAP W/ 8-10d x 1-1/2" B.U.C. 1 11, FT. . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE NAILS TO STUD & 8-1 Od x 1-1/2" TO I ----------------- / ----------- '11— CE MORE THAN 118'. 1 1 0 BAND JOIST @ EA. STUD PROVIDE CONTINUOUS 1 4 FT. 4 FT� 8 - 10d NAILS TO 2nd FLOOR WALL BLOCKING FROM B.U.C. F STUD PER STRAP (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412 TO MASONRY BELOW AT ALL PANEL BLOCKING (2 LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF NAILING ZONE DIAGRAM LOCATIONS MIN 2 X 4 #2 SPF 2"x BOT. PLATE W/ TURNED VERTICAL W1 7116" =F>PITCH 4:12 OR LESS. (2) 10d @ 6" O.C. FLOOR SYSTEM OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL 12 < PRE ENGINEERED W/ (4) 8d NAILS WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) BAND JOIST \\--�2) 8d NAILS @ 3' O.C. STAGGERED FOR UNDERLAYMENT GLE ROOF REQUIREMENTS SEE R905. WALL SHEATHING INSTALL. INSULATION BAFFLE — v- NOTES: USE rc aamuuza 15/32"CDX PLYWOOD OR 7/16" SECTION X-X O.S.B. (SEE ROOF NAILING 'USP MP4F @ 24" MP4F & EXTEND & NAILING SCHED. MSTAM 36 INSULATION PER SCHEDULE ON SHT SN1) o.c. w/ 12-8d NAILS SHEATHING TO CHART ON FLOOR BOTTOM OF RIM UMINUM DRIP EDGE PLAN BOARD/BAND 1st FLOOR WAL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA L ONLY. (4) 1/4" X 2 1/4" TITEN —MASONRY WALL BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET USP LSTA24 STRAP w/ 8-1 Od x 11/2" NAILS SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" O/C TO STUD & 8-10d x 11/2" TO BAND JOIST @ WALL PER STRAP CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO EA. STUD 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4' WOOD TO MASONRY STAGGERED @ 12" O/C EACH DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS FACE OR 3-ROWS 12d NAILS 1x2 NAILER 2ND FLOOR FRAME CONNECTION CONNECTION W/ MSTAM36 rL L STAGGERED@ 12- O/C FOR PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. � �6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2x CRIPPLES @ 2%1x10"OR GREATER HEADER 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 UPLIFT CAP = 928 PLF 16" O.C. W1 (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS TIB SEE FLOOR PLAN NOTES FOR SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE W 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 4- - (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID �4 Uj \—INTERIOR HEADER 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od LAYER 1/8" THICK. 15Z, 1 Od NAILS@ 8- O/C TYP. COMMON @ 6" O/C EDGES AND 12- O.C. FIELD U_ M: BOX HEADER (1) 2x SILL PLATE W/ (2) INSULATION PER ONLY 12d TOENAILS. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6- O/C DOUBLE 2x CRIPPLE STUD EXTERIOR HEADERS SQ. jjj�,� 17NY'R_� (1) 2x SILL PLATE W/ (2) !jT. OF FLOOR AREA & SEALED PENATRATION AREA W/ F_ 12d TOENAILS. OPENING TOONE SIDE OFTHE FLOORTRUSS FORAN AREA 1000 TYPICAL (U.N.O.) FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED LARGER THAN 4 ft (2) 2x SPACE INTO APPROX. EQUAL AREAS. SPACER SILL PLATE W/ II CLIPS FLOOR SYSTEM METAL SEAT BLOCKS EACH SIDE ER PLAN 1. 1. OR FELT STUDS TYP. PAPER FOR TRUSS /,,,-2x MOISTURE P.T. BOT. PLATE 1/2" HIGH STRENGTH OR 1 518" GYP W13 (OR 5/8' GYP. TYPE " X" @ GARAGE ONLY) W1 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C BARRIER L STRAP 2x4 RIBBONS FLOOR TRUSS BEAM CEILING & 8'O/C WALLS STID. 90 NOOK (SEE DETAIL) _41 1. 11 r1^MKIC:0 SEE PLAN FOR REQUIRED HEADER SUPPORT NO. OF JACKS & STUDS I AT OPENINGS OPENING 2"x4"WALL 2"x 6" WALL STRAPS SIZE JACKS STUDS JACKS I STUDS EA END EA END EA END EA END 1-4 (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 1/2" GYP WB 8 x8"X16 CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BLK. W11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL "T" AND CORNER LOAD BEARING/EXTERIOR FRAME rm_"� NOTE: LAP SHEATHING TO BOTTOM DETAILS DETAIL (FLOOR TRUSS) ('0 WALL HEADER DETAIL OF BAND JOIST TYPICAL ARCHITECTURAL SCALE: II SCALE: 1 11/2"=V-0" �6 � �6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co LU 4"x4" INSPECTION PORT AT NOTE: 7 PLYWOOD SHEATHING U_ g SEE SHEATHING (2) ROWS OF 2x BLOCKING NAILED PER NAILING SCHEDULE SEE EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C SEE TYPICAL WALL SECTION SPECS ON FLOOR III U) CIS3 FOR ADDITIONAL @ THIRD POINTS DETAIL C/S6 FOR MORE INFO 1x WID FURRING @ 24"O.0 a. AT GARAGE CONTRACTOR FOR THE FIRST T-O" OF END INFORMATION 1/2" GYP. W.B. MIN. @ 2X STUDS @ 16" O/C BASEBOARD II TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONC. SLAB C14 CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" STUCCO FINISH PER ASTM C. 926 (1) ROWOF2xBLOCKING@ MID —' ' EMBEDMENT @ 24" O.C. W/ MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 HGT. FOR WALL HGT. < 8'4'. (2) 5/8"DIA, x 10" "J" BOLT W1 8" 2"DIA.X 3/16" PLATE WASHER APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" MUNICIPALITY 4"to 6" BELOW GRADE DECKING ROWS OF 2x BLOCKIN�G @ 3rd PTS OVER METAL LATH. FIRST 2 LAYERS 3/8" EMBEDMENT @ 24" O.C. W/ (MIN. SHEAR 351 MIN. TYPICAL ATTACHED WALL SHEATHING FOR WALL HGT. > V-15" THICK EACH. 3RD LAYER 1/8" THICK. 4 TO BOTTOM PLATE/CHORD W/ 8d 2"DIA.X 3/16" PLATE WASHER TENSION 21 E . . 4 . .. ...4 , FINISH GRADE @ 4" O/C, 2 ROWS STAGGERED USP SPT22 @ EA, STUD MIN.\ SP SPT22 @ EA. STUD A .. . �d 4 . , I (MIN. SHEAR 3500#. MIN. TYPICAL 2500 PSI CONCRETE 'A . 'A 00 2 x STUDS @ 16" 2X P.T. PLATE O.C.. TENSION 261 SLAB W1 6x6 W1.4xW1.4 CY) WEEP SCREED INSTALLED PER. MANUF. WWF OR FIBERMESH ;0 FLOOR TRUSS SEE FRAMING PLAN 2X P.T. PLATE 6 x 6 W1A x W1.4 ESH A WWF OR FIBERM A. 6x6 W1.4xW1A FLOOR TRUSS I I F - . \ - A -. 'Vj 4 4 2� WWF OR FIBERMESH SEE FRAMING `—WEEP SCREED A.. 4 PLAN FINISH GRADE INSTALLED PER MANUF. 4, co Cn C? 4 4A IR LLiPI I -='R\' El I . 4 -4 III b I U. 90'HOOK USP HTA20 @ 24" O.C. W/ (3) # 5 REBAR ON 3- CHAAIR 2"x4" CROSS BRACE @ 48" A (SEE DETAIL) 10-1 Od X 11/2" NAILS INTO F W/3" MIN. CLEARANCE O/C FOR THE 1ST 2-0" OF END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS& MIN, 4" A% "-\4 01 (3) #5 CONT. ON W END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. ml a- F-ILI - 8. CLEARANCE TYP 2-STORY WALL SECTION 8- 11-4- CHAIR W1 3"IMIN. (3) # 5 REBAR ON W CHAJ 4" 10-8" SCALE: 3/4"=V-0" 2ND FLOOR FRAME CONNECTION �R INTERIOR 2-STORY FRAME SECTION W/3" MIN. CLEARANCE PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ALTERNATE FOOTING ry ADDITIONAL SLAB INFORMATION. @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" � �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL FOR ADDITIONAL INFORMATION. INFORMATION. 0 V) LU C) 0 LU CL� U1711 E 0 0 00 I,__ E 8 CD (n 0,20 U. 00 CL S.:S 0 < 6 8 D. I. pl� co 640 Uj LL� . �L!:, W A 1 0�ww -1 ` v: J� 0 -4;, 9 F, LL 45 4 zg a �_j t,7 0 L1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seat is only for the structural engineering portions of r ngp e earng ngineerssigna (D Z 0 10 0 C) M Lf) LL OCY) z F- M CL 00 < E z 3i M Z W LU 0 t.0 0 M z LU LL. W z .21: U F- 2: L'un 0 0 zo >_ z < 0 Z 0 a- < U � z z z P Qz� �!5 8 � Do, i CL CL LO E 3: U 00 C:) 0 LIj C-4 0z 0 z Lq C:) U-) r4 r_j In 0 g 0 < e.—N < z U a Lu a 0 0 0� �_ n -, 2 Zj 'a fa z z 0 ce �_ BY Z 2i LU LU 191 8, 0 LU 0 < U IZ! < _j > 0 U_ z >! 00 T--j 0 D =) x � a 5rx0 - � z ce 0 C) LL z UJI z z CL SCALE AS NOTED P TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. S6 (MONO) t THEN WRAPPED AROUND STUD (USP MTW12) PLAN VIEW SCALE7" V-0-; NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS STRINGER MUST MA CONTACT WITH LAN PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS 2X4 CUT C— DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "All SCALE: 1 V-0" STRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARr IN WALL 2X6 SYP Z-- 2X4 PT NOTCHED 1� AND NAILED TO FL( 2X4 CUT ON BEVEL AT STRINGER CON* DOES NOT BEAR IN WALL SECTION VIEW "ID11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1 V-0" PLYWOOD —2x SYP CUT TO FIT BEARS IN WALL _--2xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" SECTION D-D —3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN -1' 4 '�-�X8 AND -1" GAP TOP AND 2 SYP GLUED BOTTOM, GLUED AND 2X4 syp AND NAILED TO FRAMING NAILED TO STRINGER blocking for strap (U —2X4 DRAFT 2x12 MT STOP TREAD 2xl 2 TREAD GLUED GLUEDAND AND NAILED NAILEC 2X4 PT NOTCHED INTO STRINGER AND TAPCONED X8 SYP DRYWALL STOP MUST I INTO FLOOR WITH GLUE NOT TOUCH STRINGERS CT STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS X4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SECTION VIEW SCALE: I"= 1'-0-; 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS SCALE: 1 V-10" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS Ul GLU , ED AND NAILED TO STRINGER OR DRYWALL SPACING THIS STUD WITH 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 4 AND -1" GAP TOP AND 2 BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x-12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ �, x 2 TAPCONS @ MAX. 32" O.C. SECTION VIEW 111311 SCALE: 1 V- -ER SECTION VIEW "Ell SECTION VIEW. SCALE: 1'= 1 1-01. 2 -3/4 PLYW ON DECK —2X8 SYF ANDNi FRAMI� 72X4 DRAF' STOP 2X4 BLOC14 SCALE: 1 V-0" 4 GLUED AND NAILED TO STRINGER DRAFT )P 8 SYP DRYWALL STOP JST NOT TOUCH x4 BLOCKING FOR 2x12 K4 PT UNDER 2x12 2X4 CUT ON BEVEL GLUED AND NAILED TO LVL SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP /71,:�,� STRINGER FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER TOP OF STRINGER --L—�PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC- W/ 41" x 2 -4a" TAPCONS @ MAX. 32" O.C. —1X4 GLUED AND NAILED TO STRINGER VIC11 SECTION VIEW SCALE: 1 V-10" CONN. TO BOTT( OF NEWEL POSI PER CONTRACT, PROVIDE SOLID BLOCKING FLOOR GIRDER BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE OR1jX16"VL 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "Gil SCALE: 1 V-0" POST LET INTO OCK DE ING 'X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWELPOST BLOCKING SCALE: 1 V-131" (1 F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT TO )ISTS) NAILED AND TOP PLATE qTO RIM BAND, ID NAILED TO NALL BELOW JOINT - TO )ISTS) 2X USP ECTION VIEW 111-111 SCALE: 1 V-011 Al--- 0 LO z 71 < V) (D Q) - Cf) LU r) 0 LU CLI E 0 0 WC4) Ca C14 LU E 0 — 5 ME Coll 0.2 e, = 05 all 0 C- LL 60 :3 - CO U W a) CL- I O.T 65 . < 00) '. 01, :1, <CL 6 A 8 D. N,C,I,D C ---- Vi � -'3 V"", i:,�, 0 C0 cv) 0 CM 41 C5 C5 U- if- to. , k N I -& u" & v 0 43 < 'S. 1 lme L I �A cgi, - - -cc �;;::; .0 lit To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, CD C:) Z 0 P.-I C:) =1 to c) r') C� M Ln 2: a) Ln < U- Z Ce 0.00 E %%-o z (0 z LU C:) W -j C) 9.0 v- 0 051 R� ZO 18 z LLJ M i,- LU in 0 0 Z<0 z 8 of z >- z-: lZigi Z 00 a. S) 8 L.0 8 0 0 0- 0 z 0 LZ4 C14 Ln 0< 0< ZO 0 r r- 0 -a fo z Z 0 By !R z 7,E LU 0Z :0� 0 LU F-- F— g 0 � —i 2!� 0 z < < � r- 2.: S >- 00 T--j =) =) < � in 0 Cyx LL z 0 C:) v- N z < LU � I.— c) U- z W > 0 z 5 z Pq _j CL SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. ST DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER F X4 F11/2" DRYWALL MAX. 8" UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. F TO SHT. SDW2-K1 F TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS rVr-% %aV1111. tAILO —1 X 4 X 4 g " I X 4 1 FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCONS STAGGERED 2X8 JX8 P.T. r, F TAPCON. INTO STAGGERED @ 16" JVQ BLOCK@ SPACING O.C. 2-ROWS INTO P.T. STAGGERED @ 16" O.C. 1X8 PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 2-ROWS INTO 1X4 P.T. & 1X8 P.T. 1-1/211 DETAIL MASONRYTHROUGH 311 DETAIL IIX8 P.T. & 2X8 P.T. 3/16" x 3 -1/2" x TAPCON @ 16" 1 X4 P.T. O.C. & 4" FROM 3/16" x 3 -1/211 DOOR JAMB (REFER A04 1/2" DRYWALL W 11 X4 LEACHEND W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR DOOR JAMB (REFER S1 TO SHT. SDW2-KI 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS, F R CONN. DETAILS C. 1X4 1 Od @ 12" O.0 3/16"0 X FURRING 2X8 P.T. WITH 3/16"(3 X 3" ws, 0 T LONG TAPCONS L 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 116" O.C. 2X8 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL AR #5 REBAR (TYP,) 3W PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6"O.C. EDGES AND 12"O.C. FIELD Al I ACHED VVALL,-jIl1tA I MINU I U 2X BOTTOM PLATE W1 8d @ 4- O.C., 2 ROWS STAGGERED A D. 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 7YP.) FACE NAILS 10d @ TRUSS VERT. WEB IL L C NOTE: tE- - LAP SHEATHING TO LA BOTTOM OF BAND BC OIST TYPICAL J Jo 4_ 1100 ±2" NNOTC FIRST COURSE USP HGAM1 0 @ 12- O.C. w/4-SDS 1/411/2" SCREWS INTO BAND 'xl " WEDGE JOIST & (4) 3/16 -3/4 THE BOLTS INTO K.O. BLOCK ES LED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSKCC`� FOUNDATION PLAN FILLED CELL INSTALLATION SCALE: N.T.S. � �H RETROFIT FOR MISSING EMBEDDED STRAP 1_,, �s SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4"x 3 1/4" TAPCON ( 11/4" MIN. A -A -FILL 1st4 COURSES = 1890 4 FOR 2 STRAPS SOLID W/GROUT EMBEDMENT INTO BLK.) 1/4" MAX )T Z_ 811 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. &BILICK USP RT1 6M W/ (8) NAII 1 NAILS & (6) T' x 2T' TAPCONS 1/2" DRYWALL SS IS 2 PLY INSTALL USP HTWM1 6 W/ (6) 10d NAILS x 1j'NAILS AND 8d NAILS AT 8" O.C. AT BUCK .. . ...... (4) k X 1 t'WEDGE BOLTS (1) STRAP 1225 2 x 8 45' DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) 10d NAILS INTO (2) STRAPS 2450#]) BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 7116" OSB BOND BEAM OR CAST 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR IN PLACE BEAM FURTHER INSTRUCTIONS. 'A, !4 'JA POLY -CELL IN THIS AREA SCRIBE (NOTCH) ARCH W/ (3) 1 Od NAILS N 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 OVERHAN 4 :4 AT EA. END RETROFIT TRUSS DETAIL ,A CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR—� \,\,-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 1112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH DOUBLE 2x4 SCAB FOR Z-13" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W1 (3) #6 X 4%" WOOD (2) 10d NAILS @ 8" O.C. 4'MAX. RAD. SCREWS @ 16" O.C. MAX, OR IF MASONRY to TO TRUSS TOP CHORD ARCH DETAIL i WALL USE (3) 114" X 3 1/2" TAPCONS AT 16" + 11-011 51-011 SCALE: N.T.S. SS O.C. 12 + + r/y PLYWOOD SHEATHING L JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24"O.C. + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1114" MIN. ROOF SHEATHING ATTACHED + REQUIRED B-B EMBEDMENT IN PER NAILING SCHEDULE LL TO SUPPORT /4" MAX TRUSS + . 16' %A #5 BAR 21-0" 811 z + SOFFIT .1.011 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5) -12d NAILS + V L CENTERED W1 9T IN TOP b BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP 1 X 4 FURRING EACH TRUSS KNOCKOUT/ N A CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK A 2 x 8 VERT. W/ (2) 1 Od CONNECTOR NAILS AT EA. END PROVIDE 2x MONO F TING PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PE P N VERT. BRACES WHEN HGT. OIT� TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY--/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF 7 TRUSS COMPANY OR 2x4 CLEAN FILL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. IT DIRT 2� TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL 0 1 /.XNDARD 99 HOOK SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W1 IF TRUSSES USED) W1 (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL, 8d NAILS '-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL _j 4'MAX. RAD. WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16- L INSTALL WDW, SCRE ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS ARCH DETAIL NSION N— STEMWALL FOOTING SIZE AND B-13 - rK SECTION @ ENTRY SECTION @ ROOF EXTE MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SCALE: 3/4"= V-0" SCALE: 3/4" V-0" SECTION DETAILS � �s 1\ �s 1111LS SCALE: 3/4"= V-011 GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS T 1 0 SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "Now. STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W , W , M * AT PERIMETER STUDS & (1) - 5/8' DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 (1) #5 BARS CONT. WHERE THIS CONDITION #5X6'EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS THREAD ROD EPDXIED W/ EXISTING BOND BEAM TOP WITH MIN. 3" SIMPSON "SET"EPDXY MIN. z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING 0 COVER 61-0" --F.F. 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OT EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) HER EXPANSION STRIP U_ LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE 0 2 Uj _j THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL 0 CL REINFORCING AS FOLLOWS: J-1. CID ITIW I I.' U� a. SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ME 0 X6'EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ EXISTING FOOTING -#5X6' IN C 2 ONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL LO FILLED CELL C%j DRILL 34%6" MIN. HOLE SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT SET BAR IN EPDXY GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6w MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE C14 NOTE: REMAIN FREE OF MORTAR. Cn z SEE GLASS BLOCK INSTALLATION NOTES. C14 H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS Ott SEALANT SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3- TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16" MIN. 00, COVER EA. WAY WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF�SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/41' = V-011 SCALE: 3/4" = V-0" RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. FILL SOLID BOTH CELLS #5 REB (TYP5 STD. 90 HOOK Ml� ±5A NOTCH WEB AT FIRST 2 COURS 0 0 —0 z 0 z CL - z V) Uj LU U LU 0 F- E 0 00 E 8 off 0 Cn tM M C M c) 'm -0 Cn 0'r- C14 .20 C) (10D U_ do 15 .00 0.2 i� 0 B N C,B,D,C v C=� z P,;! C0 W z 99 F I Z C) LL LU " fit dc)'17 III IS 0 El 1771 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. c::) z r4 0 a) N �--4 4_j C:) %D CS) z4-J In V7<7 Zu 0 Ln L_ U_ CL Z I_ rn 0 E Z3: z LU LU 0 22 z LU U. Lu z ,0 Iz- ga, U 6 Nn 0 "z z L) Z 0 Cr Z>- < U x < =�Zzgz E g _65, 00 S) 8 0 W 0 U - O� = 0 LU N 15 oe F- a. 0 z Uj z LL1 C) Ln 17*4 r*4 Ln 0 0 ful, U 2 9 z Z �t W0,; CY z Uj i!�50 z LU U, U Tt 8 F<- 6 0 LL z 00 T-4 < gg� LL 0 0 z LU > z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. SS I 'lot �-8d NAILS @ 6" O.C. TO BLOCKING BELOW *DIAGONAL SPACED AT 15'-0" MAX 2x4 BLOCKING @ 48" —2 ROWS OF 8d O.C. ROOF PROVIDE 2X4 MIN. BLOCKING AT E —_ 'I'j SEE O.C. W/ (2) 16d TOENAILS EACH END @ 6" O.C. FLOOR SHEATHING / SHEATHING OF HIP/RIDGE, TYP.BETWEEN AN I SHI PLAN F_-�_ JACK TRUSS (AS SHOWN) 29,N , , , ...... TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT FLOOR TRUSS —FLOOR TRUSS W/ TYP. 2X4 BLOCKING —CLIP EACH TRUSS USP H2.5A TO BETWEEN TRUSSES TRUSS (SEE ROOF PLAN FOR TYPE) BRG/S.W. BELOW PLYWOOD SHEATHING—,,, BLOCKING SECT. A —A A FROM BASE PLATE TO FRAME OUT TO TOP OF FLOOR TRUSS BLOCK EDGE ATTACHED PER I INA NAILING SCHEDULE G.T. SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE FOR BEAM SIZE 2x4 SPF STUDS SEE C/S3 FOR TOP CHORD WHEN REQ'D EXTERIOR SHEATHING @ 16" O.C. WALL ADD'L INFO. TO PREVENT PLYWOOD ATTACHED PER NAILING SET BACK 2" PER SPAN FROM EXCEEDING ACK SCHEDULE 2x SPF #2 DETAIL C/S3 HI MAX 24" SPAN (EITHER HIP �RUSSES AT 16" O.C. SEE PLAN FOR DIM. 1.j 1 00 G.T 00 SIDE OR BOTH IF REQ'D) N\G I BUILDER FRAME SEE FND. PLAN JN_ RADIUS FOR FOOTING j CONTINUOUS LATERAL BRACING - AS REQUIRED SPECS. NAIL OVER X-BRACE AS SHOWN- (2) 12D NAILS INSTALL BLKG. AT TRUSS WEBS AT 12" O.C. MAX FOR NAILING X-BRACING 2x4 SPF OR SYP INTERIOR SHEARWALL @ TRUSSES w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL (TYP.)/,' �j HIP/RIDGE BLOCKING DETAIL KNEEWALL ENTRY FRONT WALL r6 STEP-DOWN, WALL TO TRUSS r3 6 SCALE: 1/2" 1'-0" I SCALE: 1/2" V-0" SCALE: 1/2" 11-01, SCALE: 1/2"=V-0 TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. A 4 . WOOD TRUSS STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIESW/ ROOF SLOPE x WOOD WALL—\ 1-1 OR TRUSS. '--2X4 CONT. W/ (2) 1, SEE PLAN 16d COMMONS NAILS EACH STUD TYP. T&B //—TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" I TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2X8 BLKING. NAILED @ EACH SIDE W/ (3) 12d NAILS WHEN REQUIRED W/ (2) USP HTW20 W/ (14) - 1 Od X 1 1/2" EACH FF1 I-1 T W ! 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL AT 8'-0" MAX VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP& BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2X6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2-4-O.C. MAX. W/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW@ 16" O.C. F 16" FLOOR SYS EM SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION FLOOR CONNECTION r22�� SCALE: 3/47777 (2) 2X8 #2 SYP W/ 7116" O.S.B. FLITCH PLATE TOP @ TRUSS USP LSTA18 USP HD4101F BUCKET CENTERED @ SEE ROOF PLAN FOR SPLIT TO TIE MORE INFO BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZ E & ADDITIONAL INFO. SEE FLOOR PLAN SEE FLOOR PLAN FOR FOR COLUMN SIZE L COLUMN SIZE& BASE L & ADDITIONAL INFO. OPTION A CONNECTION INFO OPTION B 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN COMMON BM. TO POST ATTACHMENT 7/16" OSI3 FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SCALE: 3 SEE ROOF PLAN -011 M CONNECTION r'1=K1TPP r)[= Pr)qT A FOR BEAM SIZE & B SPLICE OVER INFO. A F SEE PLAN FOR r6 TOP OF BEAM BRG. TYPICAL BLOCli� I 11 WALL SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 0. CORNER SEE FOUNDATION PLAN FOR MORE INFO 51 COMMON 13M. ATTACHMENT SCALE: 3/4"=V-0" NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(l 0)- 1 Od x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(l 3)-1 Od NAILS Ea TO COL. TIE BEAM BEAM RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = V-0" 2X4 #2 SYP NAILER. NAIL — TO STUDS W/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER W/3-10d MIDDLE ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION USP JU26 OR IF 2 PLY TRUSS USP JUS26-2 SEE FLOOR FRAMING PLAN AND TRUSS TO LEDGER J/S6 FOR MORE INFO. VERIFY 2x8 #2 SYP CANT. LEDGER w/ (4) 16d NAILS @ EACH FLOOR WITH PLAN FOR LOCATION AND TRUSS. MAX 24" O.C. (AT HIP DIRECTION (IF PARALLE SEE 2/D2 JACK LOCATION INSTALL (5) FOR BLOCKING INFO) NAILS EACH SIDE) MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" USP LSTA30 W/1 1-1 Od TO E & TO COLUM� & (5) 1/4" X 2 1/4" T11 SCREWS EACH SID MSTAM36 W/ (13) - EXTERIOR CORNEF 02 SYP BEAM O.S.B. PLATE JP COLUMN MIN. NDER EA. END OF M IN. (2)-1 Od @ 8" �CH PLY T.PLATE kSE FILLED JCRETE SEE 'OR SIZE KNEEWALL @ ENTRY FRONT WALL (Corner shown. Interior Column similar) 3/4" T & G PLYWOOD SYSTEM 42 2X4 SPF STUD CK P SPT4 (6)-10d 1/2" SCALE: 3/4" = V-0" 10d NAILS @ 6" O.C. 16d TOE -NAILS @ 41- O.C. 1/2" DRYWALL EA, FACE ATTACHED W/ 5d COOLER NAILS OR 1 1/2" TYPE S OR W SCREWS @ 7" O.C. 2X4 SPF #2 STUDS @ 16" O.C. U.N. 0. ON PLANS SEE C/S3 FOR MORE INFO. PLATE INTERIOR GYPSUM BOARD SHEARWALL 31 SCALE: 3/4" = V-0" z < a) i Q_ V) (D 4--J LU ru 0 Uj V) V) E 0 00 ai rZ C14 a) M Uj l.-_ E — 8 .0 co C100 J! : -, g04 0.2, M: di 4, U_ co 0 .5 0 < CL c C; A 1. De N-C B-D-C - , X1, , 1'.6 :0 t �Sg C.1�1 ff AMEMIF.", "\ — 12 C; 42 Us CL I's UM W 1 7 11 El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. z r4 0 (D N 14 P-4 CD (n %0 a z > V) M 0-4 M CD 0 4..r N V) (U Ln CL cu In L_ LL CL zCe U>- M < CL 00 z § E z C:) LU _j 0 z w u- 0 UJ Z -.,z 0" 10,- zo >- zo z >< � v � z z z P z wz� :Wz U- ag K 00 80 0 UJ CM 0 11, 0 z =z �Ti C) Ln r'.4 r%j Ln W _j Ce e-s < 0< zo 8 'C' le - 0 < R 8,i -0 m Z Z CL W r) c.' �0; —02 8) ;0' 0 P W Uj .8:r;5 > _j %.� 06 � 0 29: 6 2 = Ln T__qri) uj 0 0_ Z!� < � P 20: 8 co T-1 Z =) =) 12� j z C) I N 0 0.!� C) z L) LLJ > 0 z :5 z CL U) SCALE: AS NOTED PLOT DATE 12/7/2012 TECH: AQUINONEZ VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. D 1 I I (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" I TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / OF HEADER/STUDS W/ @ 24" O.C. I MASONRY WALL CONNECTION. (22) 10d NAILS EXT. SHEATHING BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO A Q @ 2 2x HEADER SEE PLAN 2x CRIPPLES 16" O.C. ( ) I SEE FOR I BLOCKING NAILS T/B FLANGE � a 1. APPLY SUB (3) 2x #SPF W/ (2) 12d TOENAILS T/B INTERIOR HEADER I DETAILS � � FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2x STUDS © ADHESIVE TO 8 O.C. EACH SIDE EXTERIOR HEADERS END OF SILL. MAX. I ' 2x4 CONTACT U.N.O. ON PLAN 1 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. ( ) • o SURFACE QA 2x4 #2 BLOCKING OPENING LARGER THAN 4 ft (2) 2x IF OPENING IS GREATER j FLOOR SYSTEM I SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS 2X CONT. RIBBON ' THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. MIN (3) 2x #2 SPF STUDS @ END A MP3 CLIP IS TO BE J • • CORRECT BLOCKING w/ (3) 12d EA. END '•� ' ' INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,• G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. USP LSTA 30 w/ (11) - 10d (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL •� 1-i/8 RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4' TAPCONS SHEATHING (MIN. 7/16") FLOOR PLAN NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '` VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) USP MSTAM36 STRAP(S) I -JOIST SEE PACK w 10 NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) x 2 Y" TITENST TO RIM BOARD & BOTT. CHORD & (5) 114 TAPCONS. USP LSTA30 FROM WINDOW ,Y" INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" =1'-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" =1' - 0" GABLE END RIM JOIST O.C. (MAX) AND @EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y4'x2Y4" TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE IL STRAPS w/ (10d NAILS (2) 2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSONSTRAPS MSTA36 STRAPS (26) 1 NAILS (G.C. TO INSURE SOLID BLOCKING SECTION CORNER CONNECTION IF MSTAM36 CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: 112" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR JAMB STUD USP SPT24 @ EA. STUD W/6-10d O SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 OR (2) 2x6 TOP USP SPT4 W/ (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @ HEADER LOCATION SEE REQ'D TYP �� @ 24 O.C. B CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED c INFO BELOW ON CONNECTION OF PLATE SEE PLAN o°o o°o o .a,l ooA a.°o USP LSTA24 W/( 18) -10d NAILS CRIPPLES IF LONGER THAN 8" TALL. - 2 x 4 SPF Q USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CiPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN @ 24" O.C. HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. (� USP SPT22 W/ (6)-10d TO STUD & THE FACE OF HEADER/ STUDS W/ (22) 10d NAILS (2) 2x HEADER SEE PLAN _ I I NAILING AREA 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER G / (4) - 10d TO PLATE SEE PLAN FOR (TYP.) I I I CONNECTION SEE PLAN QE 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE i (2) USP MSTA36 STRAPS CENTERED —— SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) 1d NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS 12d NAILS AT 6" BASE PLATE Q USP SPT4 EACH STUD F �� 2x CRIPPLES @ 16 O.C. OPENING LARGER THAN 4 ft 2 2x () SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR C B H B C PRE-ENGINEERED @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. f ` SPT8 @ 24" o.c. (2) 2 x #2 I EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE `.� SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. / 1 SPACED W/IN 6 FROM OPENINGS - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER I I (BLOCK SOLID) r(2) AND MULTIPLE STUD PACKS PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR I iP I I 2 x CONT. T & B OINTERIOR HEADER PACK W/ 10d NAILS @ 8"0,C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS B EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE _ _ _ USP HTT45 BASE W/ r (ANCHOR B 0 X HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL �, FLOOR TRUSS/ I -JOIST SEE PLAN �� I BOLT W/$ (2) 2x TOP PLATE E F TYP SEE PLAN F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP(S) CENTERED W/ (8) 10d NAILS TIE BEAM MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP D BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. AND OVER TOP PLATE �� o.°a. CONTRACTOR MAY USE PROVIDE BLOCKING �� 2x CRIPPLES @ 16 O.C. W/ USP g" SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS ;'° � ° SPT22 & SPT24 (OR SPT4) TOP 10d NAILS & (4) Y4'x2Y4' CONNECTORS @ TAPCONS INSTEAD OF USP • PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2 ST. I NT. BEARING WALL STRAP. EITHER STRAP IS SEE FOUNDATION PLAN FOR FTG. REQ. TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. ADEQUATE MATCH JACK STUDS W/ (2) - HTW20 TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR r6 STUDS BELOW HTW20 @ BASE TO HEADER 5 LOWER ROOF. 2 STORY COL. GIRDER (IF CRIPLLES ARE LESS THAN 7 8" LONG NO STRAPS ARE SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" REQ'D) SCALE: 1/2" = V-011 ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT, CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-10d X 1 1/2" 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE USP MP3 EACH END TYP. THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN * FOR OPENINGS LESS THAN 4'-0" WIDE, HEADER/STUDS W/ (22) 10d DOUBLE 2x4 SILL MAY BE ATTACHED W/ (2) - 16d (1) USP LSTA30 STRAPS BENT OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" NAILS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B • TOP PLATE TOENAILS @EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER • 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS ° 3" O/C� CqT ti4 CRIPPLES (2) @ END OF HEADER. SEE 2x STUDS @ 16" O.C. 2x @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE A8"�� Op (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE (2) - 10d TOENAILS AT EACH END OF SILL X (MAX.OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF (2) - 10d TOENAILS AT EACH END OF ��.� SILL (MAX. OPENING WIDTH 4 FEET). , ALT. HEADER ANCHOR WIDTH 4 FEET). OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD r8 OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, ° IS GREATER THAN 4 FEET ,. FEET BUT NOT EXCEEDING 6 FEET, ° SCALE: N.T.S. BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT EACH END. PROVIDE 2x4 ON ' INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR FLOOR DECK TOP OF 2x8 TO ° REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS (2) USP MSTAM36 STRAP(S) °' w�` 'r—2X CONT. RIBBON W/ (2) 10d NAILS NAILED TO STUD PACK ! FLOOR DECK CENTERED W/ (8) 10d NAILS & (5) 1/4 TAPCONS. �.. @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. , . �,� , CONTRACTOR MAY USE TIE BEAM AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING STUDS PLATE SEE PLAN FOR BEAM i 10d NAILS & (4) /4„ x2/4 BELOW JAMBS 2x8 STUDS 2x4 W/ 2 ROWS SIZE &CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS - STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 1 o 1 SCALE: 1/2" =114' SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" Lou zo z CD JUMP) Q a z O cn 4—j w 0 �U — m w O � l/i = N o 0 U �.� —8 04 CDM W M C0 cn Ooa _ Uiv LL M 7 Sao � o Q LO rn Q d AlN C.SBD.0 AO YY ¢S ly N rS O1 M � W tL kid • ILA C)x4v� W_ W 'aNltl,1\0 m 71717 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C? Z (V Oar, to .5; % O ��+�MO M a °2 U_ j 10,1 a �� Z WJ 0 �f- J �Lz W W z l•- d �Hi�0lox z z>.aU0 z���gQ zzz W > a U O u0 O N 0 J I,, W �0-0z O o i\ Ln N L0 U A J W Y ij 0 I..V z Q Q ~ oo�� 011z,0W° ao w zZM! ZZ W W ` / W f" i— g W 162 T..i w Qo$a 00 --A ZI- MU-0 z °C O0� JYW QO aa zMW C) LU LU ~ O z W g J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat] barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO N9 BOTTO ri AN(11 SELF -ADHERED FLASHING HALF ROUND WINDOW Scale: NTS 1n WEATHER /E BARRIER & AIRILY SECURE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND Up WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) E %M on kSHING Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBIFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER G) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 0S 1 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. DI III r-%IKlfl- OVER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING TH RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING F_ SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER DECK JOIST WTXI No 10 SCORED PAPE R RELEASE (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) r2l0 0 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofWater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface ot he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.01 9-inch (No. 26 GaIv. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 112" shall be provided at or below the foundation plate line on exterior stud walls In accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as n each detail that corresponds to the numbered items in the list of instructions below: 0 1 . Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 000or X" Note: The building paper and metal lath must be installed over the top of the weep screed. /"'O*N WEEP SCREED DETAIL NOT USED NOT USED NOT USED li;Z7 SCALE: NOT TO SCALE Mml rim 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all (D Z_ CID Z < 13 1 ci- Z 1=1 U1 (D (1) C-n 4--J LU M C) 0 W I, E V) 0� 0 0 0 8 Cc, Fn PZ_ 0) CC,,,) I.- E Rig 0) M a 0 M 'm -0 M 0'r C14 .20 CD U_ 00 -5 < (n CL , a 'C"), COD < C; A 8 C N,C, -D-C 91 'i. M Lo co LO !�2 no13 8 C, 8 N r- Z - 1W 40F C51 LL _.J _J M0 LZ1_ Uz- W M R W .1 j K 10Z LU a- a- LU W U � 1- 0 0).� 2e - CL 3: J.- 43 in 1 (A 0 --- 5::g Z 2.3 � I 0) UL g;�� P1 l:Z I:) 2� LLJ 0 (58 < a� p 0 in 10 0 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residentlai. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 00 Z C�4 0 (V N 14 4-J C:) 15 t.0 0 (A rn c) Z �m 4-J V) M Ln C)- (n 5- w cu 0 Ln L_ U_ CL Z CL 00 < E 0 Z § fa WLU 0 -1 0 0 ce Ce Z III U_ 0 Z l_ in " X a. Lz 0 0 0 Z < 5 5 Z.� 0 0. < U � � 1 Z Z I..; Z ZW, 00 Lo CD 0 8 F: .2 t UJ 0 Z LU CD Lr) U) U) < 0 0 ;% �, 22 0 ce < e...N < Z Zgn a 0 0 O� U V`- 7, 0'2 0 Z Z Z LL Ce or =) LU 0 1- U7- Z;i LU LU 0 =) 0 Z 0 UJ 0 0 .it (P P 0 80 LU 0 Z !� [2 x 0 =5 2 in >7 ce. 00 c) r-1 X RCY 10 V) Z _J N W �2 Ly gs X CD rt-) Z ED Z > 0 :5 Z 14 _J Cl- SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES N C_ Cn CO CD p e L.-L USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation ReportN - 0 Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis • V '�(35 ICU M 65 C:O O LJ_ .� 0 0 Q ._ U Q O L O O CZ I- o C5 UJ z J z a. SHEET NO. PA120 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.28 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the E O product approval number for any of the applicable listed products. -0 Cn HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGAIOKT FL17236.6 ESR3448 HGAIOKT FL11470.4 SIM200803 HGAM10KT FL17899.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-344$ HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW 18 FL17244.8 ESR-3455 HTS24 FL t 0456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/55.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 fL11473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223,2 Evaluation Report HGT3 FL1D456.19 ESR-2613 General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.82 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LU526 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LU546 FL10655.118 ESR-2549 JUS28 FL17232,12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL70852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244,18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 Boral Tile Saxony 900 FL7849.13 - FL7849.16 NIA LTS 19 FL17219.3 ER-0200 LTTI31 FL 11496.3 ER-130 LTS208 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2813 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 Ft17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psi MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 L850 FL10446.16 ESR-2606 MP4F FLt 7244.24 ESR-3455 WMI416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR�455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL70456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MT520 FL10456.36 ESR-2613 MTVv18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35Xi2 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219,4 ER-0200 H7 FL10456.5 ESR-2813 PHXU3516 FL17241,20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Repo rCIO t H10-2 FL10456.7 ESR-2613 RS150 FL77244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17238,11 ESR-3448 H3 FL10458.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17238.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10458.12 ESR-2613 ftT5 FL17236.11 ESR-3448 H8 FL71470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 E5R-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FLi 7244.31 ESR-3455 SP8 FL70456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTB FL17244.32 ESR-3455 SPHB FL10456.48 E5R-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 E5R-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25l12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL1146$.10 SIM200804 V! rn THD28-2 FL17232.17 ESR-3445 HDO8 -SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR3445 MSTAM36 FL11473.19 SIM200802 THD812 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL77232.18 ESR-3445 HHETA20 FLt 1473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Smooth -Star and Benchmark FL15225.5 +67.0l-67.0 psi ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic /Smooth Star' FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.01-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0l-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900l1970 FL15278,7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Undertayment FL12328.6 N/A HomeGuard Building Products, fnc ToughSkin Synthethic Underlayments FL21675.1 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 200D FL15088.1 N/A All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MlTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Woad I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-518) FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to compl y with, 3) copy of APPLICANT SIGNATURE DATE I�s^^sA'ITrt�tl�t"f""Ti-1P!� fiir,�°�1�lrhf^P`f=, r'I�nr,"rTMrt�T><rnlel�llll�f��l�l��� I�i■�I����III�II��f�T/Ilfll.ewNll�!ldlf��fll�1�ISRl�I'P[h?"1 I�s^^sA'ITrt�tl�t"f""Ti-1P!� fiir,�°�1�lrhf^P`f=, r'I�nr,"rTMrt�T><rnlel�llll�f��l�l��� I�i■�I����III�II��f�T/Ilfll.ewNll�!ldlf��fll�1�ISRl�I'P[h?"1 Cl) a) C_ Cn -00 > 2 CL 0 CL Co Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page 1 of I CL) Building Codes and Standards 1/9f2017 Building Codes and Standards 1/9/2017 C= ICU -cu Florida Department of Business & Professional Regulation Page 1 of 2 CD 0 -0 ja Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9n017 C: 0 0 - 0 L_ FL#15225-R3 FL#1 5000-R2 Product Approval Application Detail CL = Code Entity o Date Date Date Pend Ina C= 0 LL Code Entity o Date Date Pate Pend Ina Date Date F L#1 5332-R3 Products :-� ,- Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Apvroval Approved Status T_e Versio Manufacturer Contact Engineer & License VallciAted By Validated Submitted FBC Aimroval Apinoved Status 0 Co 0 > Revision 2014 Therma-Tru Corporation RickWdght National Accreditation & Ryan J. King, P.E. 06/28/2015 06113/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P�E. 06/2812015 05129/2015 07/05/2015 08/1912015 Approved Quality Assurance Approved for Use Approved for Us Im pact Design -0 Category: Exterior Doors (419) 298-1740 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHIZ Resistant Pressure E 2 Management Institute (813) 767-6555 U) Q) L_ -F.-F 0- Subcategory: Swinging Exterior Door Assemblies rickw@rwbidgconsultants. SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgeonsultants, 4 SERIES 420 ALUMINUM SGID REINFORCED SERIES 420 ALUMINUM SGID REINFORCED O)� 12131f2017 No Yes No N/A Cn CU Compliance Method: Certification Mark or Listing oom Compliance Method: Evaluation Report from a com XO, XX 96"x96",, !E -6-0 FL#i5225-R3 Products Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGID REINFORCED SERIES 420 ALUMINUM SGD REINFORGED)D(X 12f3l/2017 No Yes No N/A U) < Prolfessional Engineer 143",,x96" 7 SERIES 420 REINFORCED ALUMINUM SGID SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Deslan 146",-x96" Seq # Product Model, Number or Name Product Description Contract Expiration D in HVHZ Outside HVHIZ Resistan Pressure FL#15000-R2 Products 8 SERIES 430/440 ALUMINUM SGID SERIES 430/440 ALUMINUM SGID XXX 12/31/2017 No Yes No N/A 5 e. "Smooth-Star", and " Benchmark by 618 and 8/0 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quat;x8O" NON -REINFORCED Therma-Tru" and without Sidelites. Inswing and Outswing Seg # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HV`HZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGID SERIES 4301440 REINFORCED ALUMINUM SGID 12/31/2017 No Yes No N/A 6 f. "PremIum Series",, "Constructon 618 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A XXX 143"x96" Serles" and "Benchmark by Therma-Tru" Transoms. With and without Sidelites. Inswing and I a. "Fiber-CIassIc" or "Smooth-Star" 68#39;8 "Non-Impact" Opaque Fiberglass 12/31/2018 Yes Yes No N/A with Transoms outswing Door with &arnp; without Sidelite(s) - Outswing ()� OX or XO, OXO, X)� OXXO Configurations) Z Florida Department of Business & Professional Regulation Page I of I Z Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 FL#15279-R4 Building Codes and Standards 1110/2017 Product Approval Application Detail LU Code Entity o Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacture Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield I ntertek Testing Services NA, Gary Pfuehler 06/1212015 0311912015 06/21/2015 Approved FL#11537-RS Code Entity o Date Date Date Pendino Date Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Tvoe Versio Manufacture Conta Engineer & License Validated By Validated Submitted F13C Approval Apt)roved Status SubCategory; Sectional Exterior Door Assemblies niwesterfield@clopay.com Code Entity or Date Date Date Pending Date Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06t2612015 07/06/2015 08/19/2015 Approved Compliance Method: Certification Mark or Listing Type YIM12 Manufacture Contact Enainear & License Validated By Validated Submitted FBC Approval Approved Status Category. Windows (717) 365-3300 PE-62514 (717) 317-8454 Revision 2014 CURRIES Division of AADG. Inc Nelson Kraschel ULLLC Ted Berman, PE 07/21/2015 0712112015 07/27/2015 Approved Subcategory: Single Hung bsitinger@mMd.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a Subcategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Im pact Design Compliance Method: Certification Mark or Listing up.com Professional Engineer Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F1 51: 84A, 94, 73. 75, 1500, 190, 76, Steel Pan (min, 25 ga.) Single -Car (up to 9'0"wide) 05/21/2028 No Yes No +30 PSF1-32 FL#1 1537.R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST. 6RSF, 2RST, 48,42,55,48B, WI NDCODG 74; WS Garage Door PSF Quality Assurance Approved for Use Approved for Use Im pact Desian Quality Assurance Approved for Use Approved for Use Im pact Desion 42B, 55S, GD5S, GD5SV. GR5S, GR5SV, AR5S, AR5SV, ED5S,ED5SV Sao # Product Model, Number or Nam Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure $act Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHIZ Resistant Pressure 1 607, 707� 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12131/2017 No Yes No NIA 53 053 W5-16 PAN-21=153: 84A, 94, 73, 75,1500,190, 4RST) Steel Pan (min. 25 ga.) Double -Car (9!2" t:) 160" 05/21/2028 No Yes No +30 PSF1-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/3112017 No Yes No N/A 4RSF, 6RST, ORSF, 48, 42, 55. 48B, 42B, 55S, GD5S, Wde) WINDCODE® W5 Garage Door PSIF frames, Tansornframes, 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12t3l/2017 No Yes No N/A GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV CONTINUOUS HEAD AND SILL 108X72 NON IMPACT 85 085 W6-09 PAN-2F1 53: 73, 75, 84A, 94, 42, 48, 428, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'9'wide) 05/21/2028 No Yes No +38 PSF/42 9 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI 1213112017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE® W6 Garage Door PSF CONTINUOUS HEAD AND SILL 88 1/8)(72 102 102 W6,1 6 PAN�2F1 53: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97 to 162" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE 74; W6 Garage Door PSF CIO Florida Department of Business & Professional Regulation Page I of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 11912017 Building Codes and Standards VM017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 0 Product Approval Application Detail Building Codes and Standards 1/9/2017 FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity o Date Date Date Pend Ina Date Code Entity a Date Date Date Pending Date Type YIEE!2 Manuftcturar Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 CIO Type Verslo Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sibinger Luis Roberto Lomas Steven M. Urich, PE 09101/2015 08/31/2015 09/05/2015 10/1612015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Code Entity o Date Date Date Pending Date Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitinger@mMd.com Type Verslo Manufacture Contact Eno ineer & License Validated By Validated Submitted FBC Ap roval Approved Status SubCategory: Horizontal Slider bsitinger@mhW.com Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sillinger Luis Roberto Lomas Steven M. Urich, PE 06129f2015 06/19/2015 07/0512015 0811912015 Approved Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Florida Registered Architect or a Licensed Florida Professional Engineer SubCategory: Mullions bsilinger@miwd.com Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Im Pact Design Professional Engineer Quality Assurance Approved for Use Avoroved for Use Impact Design Sea Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15333-R2 Products Seq # Product Model. Number or Name Product Descrii3tion Contract ftpiration Date HVHZ Outside HV`HZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW $ERIESGA195 ALUMINUM PWN196X48 FIN 12/3112017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER l2t3l/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN172)(72 12131/2017 No Yes No NIA Quality Assurance Ai3oroved for Use Aposwed for Use I m Pact Design FLANGE Sea 9 Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 72X54 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 12/31/2017 No Yes No N/A 7 1445,5347 AND 5547 VERTICAL MULLION 1445,5347 AND 5547 VERTICAL MULLION 12/3112017 No Yes Yes N/A 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A FLANGE < 72X54 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12131/2017 No Yes No N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A PW NI 72X72 FIN SLIDER 108X48 9 SER18SGA505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN 12/3112017 No Yes No N/A Cn 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213112017 No Yes No N/A SLIDER U) 0 ICU 0 L_ (D CL 0 0 Florida Department of Business & Professional Regulation Page I of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page I of 2 Cn Building Codes and Standards 1/W2017 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 (D Product Approval Applicabon Detail Product Approval Application Detail Product Approval Application Detail U) FL#13192- FL#15272-Rl FL#5444-RIO ca M Code Entity o Date Date Date Pend Ina Date Code Entity o Dote Date Date Pend Ina, Date Code Entity o Date Date Date Pend Ina Date Type Versio Manufacture Contact Enclineer & License Validated By Validated Submitted FBC Approval Approved Status T_ Y&= Manufacture Contact Engineer & Licens Validated By Validated Submitted EBC Aporoval Ai)proved Status TvDe jj= Manufacture Contact Eno Ineer & License Validated By Validated Submitted FSC Ani3roval At)proved Status < Revision 2014 James Hardie Building Products� Inc. Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. 08/26/2015 Oafl7/2015 09/07/2015 10118MI5 Approved Revision 2014 Alside NickThompson Lyndon F. Schmidt, P.E, Ryan J. King, P.E. 0212a/2015 0211912015 03101/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Hamer Robert Nierninen John W. Knezevich, PE 1211412016 12108/2016 12(1512016 Pending FBC Approval Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-%47 PE-591 68 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar Subcategory: Soffits nthompson@alside.com Subcategory. Asphalt Shingles markd.hamer@saint-gob Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a ain-corn Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer FL#13192-R4 Products FL#115272-Rl Products ICU Quality Assurance Approved for Use Approved for Us IM Dad Oesian Quality Assurance Aimiroved for Use Approved for Use IM pact Design FL#5W-R10 Products Uj Sao # Product Model. Number or Name Product Descrlotion Contract Bcoination Date in HVHZ Outside HVHZ Resistant Pressure S-9 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressu Quality Assurance Approved for Use Anproved for Use Impact Paslan ::5-- 1 Cemplank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes N/A N/A I a. "2T" Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A S_# Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure < 2 HardiePlank Lap Siding fiber -cement lap siding 01101t20118 Yes Yes N/A N/A 2 b. &quct;Alliance T4" Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A I CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), Iandnated and 07/0312017 No Yes NIA NIA Z architectural asphalt roof shingles Z SHEET NO. PA 1 . 1 FL#12320-R? Products Seq # Product Model, Number or Name 6 No. 15 UL Search Criteria Code Version: 2014 Application Type: ALL Category: ALL Application Status: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL Date To: ALL FL#2075-R7 Code Tvve Verslo Manufacture Affirmation 2014 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Sao # Product Model, Number or Name I RVI 0 FL#7049-R Code Type Versio Manufacturer. Revision 2014 Boral Roofing / Monierl-ifetile Category- Roofing SubCategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products Seq # Product Model, Number or Name 13 Saxony 700 - Shake, Slate & Split Shake 14 Saxony 900 - Country Slate, Shake &arnp; Slate 15 Saxony 900 - Country Slate, Shake, Slate & Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FLM2856-R5 Code TvDe AMj2 Manufacturer Revision 2014 Towri and Country Industries, Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products sea # Product Model, Number or Name I 0.050", Aluminum Storm Panel 2 ",Safety Edge" Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page I of 3 Building Codes and Standards 1/9/2017 Product Approval Application Detail Quality Assurance Aimroved for Use Approved for Use Im I)act Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressu Asphalt saturated organic fell 01/0712019 No Yes NIA NIA FL Ik 12328 Product Manufacturer: ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved for use In HVHZ: ALL Impact Resistant: ALL Date From: ALL Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119/2017 Product Approval Application Detail Entity or Date Date Date Pendina Date Contac Eno ineer & License Validated By Validated Submitted FBC Approval Apiproved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02f27/2015 02/2712015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flamoo.com Quality Assurance Avoroved for use Approved for Use ImI)act Deslan Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01131t2018 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Engineer & Licens Validated By Thomas Jernmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmeVboral,co m Product Description Flat Profile - Stocidon Flay Profile - Henderson Fiat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 119f2017 Date Date Date Pend hio Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25t2015 09120/2015 Approved Quality Assurance Approved for Us Approved for Use Im Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1213112018 No Yes NIA N/A 12/31/2018 No Yes NIA N/A 1261/2018 NO Yes N/A N/A 12/31/2018 No Yes N/A NIA 12/3112018 No Yes N/A N/A 1213112018 No Yes N/A N/A 12/31/2018 No Yes NfA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9f2017 Entity o Date Date Date Pendino Deft Contact Enoineer & License Validated By Validated Submitted FBC Aporoval Atmiroved Status Tom Johnston Frank 1. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/2212015 Approved (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Descriotion 0.050" Aluminum Storm Panel with Optional Clear Panels "Safety Edge" Storm Panels, 28ga (0.01 8&q uot;") Steel, 0.022" Alum (Perf and Non -Pet, Clear Polycarb (Full and Hatt) 24ga (0.0232",) Steel Storm Panel with Optional Clear Panels .050&quat; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Approved for Use Aploroved for u Impact Design Contract Expiration in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes Yes NIA 12/31/2018 No Yes Yes +54/-54 1201/2018 No Yes Yes +1001-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO Code TvDe Versio Manufacture New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products sea 9 Product Model. Number or Name I ToughSkIn Synthetic Underlayments FL#17202-Rl Code Type Versio Manufacture Revision 2014 Lomanco, Inc Category. Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-RI Products sea # Product Model, Number or Name I Deck-Air'i DA-4 2 Omn!Ridge® PRO Vent PR04-N FL#15D76-R3 code TvDe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model, Number or Name 1 20 Gage Galvanized Steel Storm Panels1HVHZ 2 24 Gage Galvanized Steel Storm Panels1NHVHZ FL#15076-R4 Code Type Versio Manufacture Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products S_ # Product Model, Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO Code Versio Manufacturer New 2014 All American Shutters and G less Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-1110 Products seq # Product Model, Num bar or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 2 Entity o Date Date Date Pending Date contact Engineer & License Validated By Validated Submitted FSC Agoroyal Approved status John Cheslak I ntertek Testing Services NA, Intertek'resting Services 02t01/2017 01125/2017 02IM2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwap.00 (604) 520-3321 m Quality Assurance Ai)Proyed fVr Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resista Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1/10/2017 Entity o Date Date Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBC Aw3roval Aooroved Status Andrew Carter James L. Buckner, P. E, Steven M. Urich, PE 05/0112015 05101/2015 05/10/2015 06/22/2015 Approved (501) 982-6511 PE-31242 C717) 317-8454 acarter@lomanco.com Quality Assurance Approved for Use Avoroved for Use IMDaCt Deslan Product Description Contract Expiration Pqk in HYHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-1 65 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 11912017 Entity o Data Date Date Pending Date Contact Eno Ineer & License Validated Validated Submitted F13C Approval Approved Status Tim Robinson Walter A Tillit Jr., P.E. John W. Knezovich, PE 05106/2015 04/24/2015 05111/2015 0612312015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Api)roved for Use Impact Design Product Description Contract Expiration in HVHZ Outside HVHZ Resistan Pressure Corrugated Galvanized Steel Storm Panels retained 12t3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Date Date Date Pendina Date Contact Engineer& License Validated By Validated Submitted FBCApproval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W, Knezevich, PE 12/21f2016 1212112016 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppenteom Quality Assurance Aooroved for Use Approved for Use Im loact Deslan Product Description Contract Exwra on Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 1/9/2017 Entity or Date Data Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Aporoval Approved Status Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07103/2015 07/10/2015 08M 8/2015 Approved (561) 712-9882 PE-0046549 (954) 394-8521 mikeb@allamericanshutte rs,com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure l2t3l/2017 __�es N/A 24ga Steel Storm Panels No Yes Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5219-R3 Code Entity o Type Versio Manufacturer Contact Enaineer & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3456 PE-31242 SubCategory: Roofing Accessoriesthat are an f1validation@yahoo.corn Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Seci # Product Model. Number or Name Product Description 1 1- "FIatTop Off Ridge Ventwith Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10' Wide Off Ridge Vent Attached to Wood Deck 2 2- "Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6', Tile" 8', or 10' Wide Off Ridge Vent Attached to Wood Deck 3 3- "Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6', for Shingles" 8', or 10'-, Wide Off Ridge Vent Attached ti) Wood Deck FL#16588-Rl Code TvDe Vers! Manufacturer Affirmation 2014 O'Hagin Manufacturing, ILLC Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-Ri Products seq # Prod uct Mod el, Num ber or Nam a 1 0'Hagin',,s Cloaked Vent Tile FL#15G88-R1 Code Tvve Verslo Manufacture Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#115088-R1 Products secl # Product Model, Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 Code TvI)e Versio Manufacture Revision 2014 ITW Building Components Group Inc. Paslode Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999.R5 Products Seq # Product Model, Number or Name 1 BCG Higher Strength (H & S) 2 7 TW BCG Hinge Plate 3 BCG Trulox 4 7TW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of I 1/942017 Date Date Date Pend Ing Date Validated Submitted FBCApproval AoDroved Status 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Imi)a Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3112019 No Yes No N/A 12/3112019 No Yes No N/A 12/31/2019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of I 1/10/2017 Entity 0 Date Date Date Pending Date Contact Engineer 8� License Validated By Validated Submitted FBC Approval Approved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/1712015 06117/2015 06f25/2015 Approved (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for file roofing applications 04/04/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I 1/9/2017 Entity or Date Date Date Pending Date Contact Eii-aineer & License Validated By Validated Submitted F8C Approval Aporoved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04127/2015 04/24/2015 05IG3/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppentcom Quality Assurance Aolproved for Use Ar)proved for Us Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressu Coated Polyethylene Fabric Panels retained by tracks 12t3l/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 1/9/2017 Entity o Date Date Date Penclino Date Contact Enaineer & License Validated By Validated Submitted FBC AoDroval Aor)roved Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03f29/201 5 Approved (847) 91 M473 (407) 681-1917 slewls@a1pineitwcom Quality Assurance Approved for Use Approved for Use Im pa Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/3112020 Yes Yes N/A NIA Metal Connector Plate 12/3112020 Yes Yes N/A N/A Meta� Connector P:ate 12/31/2020 Yes Yes N/A N/A Meta Connector P ate 12t3l/2020 Yes Yes N/A N/A a) Cn -0 CD cl) = > 2--o CL 0— co C- =3 0 L_ C;) 2 4- co 0 —Cfa -0 (D 0 M 0 -0 CD CZ -0 0 CD E L_ 40-2 Lj_ 0 cD A—, CU E U) > (2) CD < Z Z LU < (D Cn 0 > 0 0_ (D =3 a C) Cn (3) ICU M < ICU LU C: (D Z SHEET NO. PA 1.2 Cn —00 > C- 0 10 .6-5 2 D 0 --a CL Florida Department of Business & Professional Regulation Page i of I Florida Department of Business & Professional Regulation Page 1 of 1 .0 CM (D -L-- Building Codes and Standards 1/912017 Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of I CIO —co Building Codes and Standards 1/9f2017 0 -0 Product Approval Application Detail Product Approval Application Detail = 2 -2 -= Product Approval Application Detail 0 CL C 0 FL#2197wR5 FL#1644-R4 0 LL Code Entity or Date Date Date Pend ino Date Code Entity o Date Date Date Pending Date FL#1645-R4 = ,— 0 Ca > Tvoe Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacture Conta Engineer & License Validated By Validated Submitted FBC Approval Aoproved status Code Entity o Date Date Date Pe d [no, Date Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/3012015 06/1112015 07/M2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05106/2015 06/02J2015 Approved Type Verslor Manufacture Contact Enaineer &License Validated By Validated Submitted FBCAporoyal Approved Status E 2 Category: Structural Components (314) 851-7480 LLC. Category. Structural Components (541) 828-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05106/2015 0610212015 Approved Cn L_ SubCategory: Truss Plates dwert@mii.com (205) 599-9800 Subcategory: Engineered Lumber roberftylor@bc.com (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association 620-7467 U) CU CU 110— &—# Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) < Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a U) FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity F L#1 645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Desion Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # Product Model, Number or Name Product Description Contract Expiration D in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Im pact Desion 1 MI 8SHS 18 ga. super high strength truss connector plate 1213112017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes NIA N/A Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mill 16 16 ga. truss connector plate 12/3112017 Yes Yes N/A N/A 1 AJS Joists Wood ",,I" Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A NIA 5 MT20HS 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 11912017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of I Building Codes and Standards 119t2017 FL#6527-RS Product Approval Application Detail Florida Department of Business Professional Regulation Page I of I Code Entity o Date Date Date Pending Date TVDe Versio Manufacture Conta Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1/9/2017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/1212015 07/30/2015 Approved F L01 58-R7 W Product Approval Application Detail Category: Structural Components SubCategory: Engineered Lumber (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae Code Entity o Date Date Date Pend Ing Date Compliance Method: Evaluation Report from a user,corn jyM Versio Man ufactu re Contact Engineer & License Validated By Validated Submitted F5C Appro"I Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02124/2015 03/18/2015 Approved FL#1630-RB Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date Date Date Pending Date FL#6627-RS Products SubCategory: Products Introduced as a Result of cparrino@castcrL-te.com Type Versior Manufactu re Contact Ennineer & License Validated By Validated Submitted FBC Approval Approved Status Seg # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved In HVHZ for Use Outside HVHZ Impact Resistant Desian Pressu NewTechnology Compliance Method: Certification Mark or Listing mi Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E. 07/06/2015 05/1212015 07/30/2015 Approved Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A FL#iSB-R7 Products Subcategory: Engineered Lumber jim.anderson2@vmyerhae 2 Microllarn LVL board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Qualft Assurance Approved for Use Approved for Us Impact Desion Compliance Method: Evaluation Report from a user.com 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Seq # Product Model, Number or Nam Product Description Contract M(piration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A I High Strength Concrete Untels 4, 6, 8, and 12 inch wide lintels 0512112016 712�_ Yes N/A N/A FL#1630-RS Products Quality Assurance Approved for Use Approved for Use IM pact Design FL#6527-R7 F L#1 58-R8 S_# Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity o Date Date Date Pending Date Code Entity o Date Date Date Pending Date 1 TJI 110 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Type Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacture Conta Engineer & License Validated By Validated Submitted FBC Approval Approved MW 2 3 TJ1210 TJ1230 Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E. 10/31/2016 1012512016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami-DadeBCCO-VAL 05/06/2016 04/29/2016 0510612016 Approved 4 TJ1360 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood I -joist 03/31/2017 No No Yes Yes N/A N/A NIA NIA Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components (813) 621-4641 (786) 315-2590 5 TJ1560 Prefabricated Wood I -joist 03/3112017 No Yes N/A N/A SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI/560D Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.corn New'rechnology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#1 58-RS Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approyed for Us Approved for IMI)a Destan Sea Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVH Resistant Pressure Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microliam LVL Laminated Veneer Lumber 03131f2017 No Yes NIA NIA 1 High Strength Concrete Lintels 4. 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSIL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/3112017 No Yes N/A NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 board Rim Board No Yes N/A N/A 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/3112017 No Yes NIA N/A Florida Department of Business & Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards 1/9/2017 Product Approval Application Detail Product Approval Application Detail FL#5450-RS FL#1774-R4 code Entity or Date Date Date Pendina Date F�#iI383-R T Versio Manufacturer, Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entity o Date Date Date Pendino Date Code Entity or Date Date Date Pend ing Date Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23=15 03/3012015 06123/2015 Approved Type Versio Manufacture Contact engineer & License Validated By Validated Submitted FBC Approval Approved Status T Verslo Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Appmved Status Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, Revision 2014 Po"rs Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 0612212015 Approved Revision 2014 Commercial Concrete Products,inc. Robert Gillis THUY H. HUYNH Florida Engineering 07103/2015 06/24/2015 08/2012015 08/26/2015 Approved Subcategory: Products Introduced as a Result of bi[I@povmrssteel.com (813) 645-0166 Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgatorO_yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory'. Products Introduced as a Result of bill@povverssteel.com (813) W-0166 New Technology Florida Registered Architect or a Licensed Florida NewTechnology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL*1774-R4 Products Quality Assurance Approved for Use Approved for Use Im pact Desion FL#1 1383-R4 Products sea # Product Model, Number or Name Product Description Contract Fxviration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Us Approved for Use Impact Design < Quality Assurance Approved for Use Approved for Use Impact Desion 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel intels are field assembled lintels 01/27/2017 No Yes NIA N/A Sea X Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure seq 9 Product Model, Number or Nam a Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units. grout, and steel reinforcing bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing (D bars. Cn (D If U) 0 ICU 0 0_ L -00 C,) M< W < z CL ET NO, PA 13 1